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Excessive Waterbleeding in Concrete. Mortar Lining Petrographic Examination. 1) ASTM C 856, “Standard Practice for Petrographic Examination of Hardened Concrete,” including scanning electron microscopy and energy dispersive x-ray spectroscopy. Examination of Broken Concrete Block. The cause of the soft surface condition and delamination cracking that occurred ¼" below the surface was due to poor finishing practices (premature finishing or over-watering). Petrographic Examination of Concrete Cores. Lineat...

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Excessive Waterbleeding in Concrete. Mortar Lining Petrographic Examination. 1) ASTM C 856, “Standard Practice for Petrographic Examination of Hardened Concrete,” including scanning electron microscopy and energy dispersive x-ray spectroscopy. Examination of Broken Concrete Block. The cause of the soft surface condition and delamination cracking that occurred ¼ below the surface was due to poor finishing practices (premature finishing or over-watering). Petrographic Examination of Concrete Cores. Lineat...
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Petrographic Services Projects | amepetrographic.tumblr.com Reviews

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Excessive Waterbleeding in Concrete. Mortar Lining Petrographic Examination. 1) ASTM C 856, “Standard Practice for Petrographic Examination of Hardened Concrete,” including scanning electron microscopy and energy dispersive x-ray spectroscopy. Examination of Broken Concrete Block. The cause of the soft surface condition and delamination cracking that occurred ¼" below the surface was due to poor finishing practices (premature finishing or over-watering). Petrographic Examination of Concrete Cores. Lineat...

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Petrographic Services Projects

http://amepetrographic.tumblr.com/post/2573155681/excessive-waterbleeding-in-concrete

Excessive Waterbleeding in Concrete.

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Petrographic Services Projects

http://amepetrographic.tumblr.com/post/2573108565/petrographic-examination-of-concrete-cores

Petrographic Examination of Concrete Cores. E cracking and delamination of the top surface of the concrete was caused by premature or excess. Ive finishing. Th. E tear-like cracks on top of the aggregate particles in the concrete are indicative of rolling and movement of the particles while the paste was in a plastic state. The loss of air in the upper 1" of the slab commonly occurs when air-entrained concrete is mechanically finished or over-consolidated.

3

Petrographic Services Projects

http://amepetrographic.tumblr.com/post/2573143528/mortar-lining-petrographic-examination

Mortar Lining Petrographic Examination. 1) ASTM C 856, “Standard Practice for Petrographic Examination of Hardened Concrete,” including scanning electron microscopy and energy dispersive x-ray spectroscopy.

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Petrographic Services Projects

http://amepetrographic.tumblr.com/post/2573126421/examination-of-broken-concrete-block

Examination of Broken Concrete Block. The cause of the soft surface condition and delamination cracking that occurred ¼" below the surface was due to poor finishing practices (premature finishing or over-watering).

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Petrographic Services Projects

Excessive Waterbleeding in Concrete. Mortar Lining Petrographic Examination. 1) ASTM C 856, “Standard Practice for Petrographic Examination of Hardened Concrete,” including scanning electron microscopy and energy dispersive x-ray spectroscopy. Examination of Broken Concrete Block. The cause of the soft surface condition and delamination cracking that occurred ¼" below the surface was due to poor finishing practices (premature finishing or over-watering). Petrographic Examination of Concrete Cores. Lineat...

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