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ASTM C1019 PDF

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C Standard Test Method for Sampling and Testing Grout. ADD TO CART. 6, $ Standard + Redline PDF Bundle ASTM License Agreement. Scope* This test method covers procedures for both field and laboratory sampling and compression testing of grout used in masonry construction. Grout for masonry is specified under Specification C C/CM Test Method for Slump Flow of SelfConsolidating Concrete 3. ASTM C covers sampling and testing of masonry grout, both in the laboratory and in the field. Lab tests are performed to establish material proportions for.


Astm C1019 Pdf

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Home; ASTM C standard by ASTM International, 01/01/ . View all Printed Edition + PDF;; Immediate download; $; Add to Cart. ASTM C - 11 is the Standard Test. Method for Sampling and Testing Grout. Scope. • Covers both field and laboratory testing. • Covers both Conventional. ASTM C Standard Test Method for Sampling and Testing Grout. ASTM C Edition, January 1, $ PDF + Print. In Stock.

For that reason alone, I don't like C It actually does neither, so to me, the results are somewhat meaningless. But nevertheless, it is accepted and promoted by the industry.

RE: Masonry Grout Testing? The concept of putting 11" slump gout into a non-absorbent mold will yield meaningless results regarding the performance of the structure and the results should be rejected.

All of the current code standards are based on the grout testing method that have be used as documentation of the grout for decades of testing and research because it provides the most realistic measure of properties. Keep in mind that gout is one component in a structural element the wall and is not like a test of delivered concrete in cylinders made from placed concrete that is the main building component.

In masonry, the grout strength is not that important, since its purpose is to transfer the loads from the wall into the reinforcement usually and the grout strength should be approximately the strength of the net unit strength.

Grout should not be used to increase the vertical strength of a wall, but is intended to transfers loads between the masonry units and the reinforcement if needed. Excessive grout strengths in prisms could result in the fibers with the highest stress to be lower than the average prism strength.

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Testing Prisms Two days prior to the 28 day time interval or the designated Prism Net Cross-Sectional Area testing time, each prism is removed from the moisture tight To provide accurate an accurate strength calculation, bag.

Prism age is determined from the time of laying units for the laboratory needs to determine the net area of the prisms. If reduced-length prisms are used, addi- with either a sulfur or high-strength gypsum compound in ac- tional reduced-length units should accompany the prisms to cordance with ASTM C, Standard Practice for Capping the laboratory for this purpose.

No other capping materials strength of a prism depends on whether the prisms are grouted are permitted, nor are unbonded caps. For ungrouted full-size prisms, the cross-sectional Capping provides level and uniform bearing surfaces for testing, thereby eliminating point loads due to surface irregu- larities.

The result is more uniform and reliable compressive strength values. Patching of caps is not permitted because it is dificult to maintain a planar surface within the tolerances of ASTM C Capping materials must have a compressive strength of at least 3, psi Caps are to be aged for at least 2 hours before test- ing the specimens, regardless of the type of capping material. Capping plates of adequate stiffness and smoothness are critical to achieving accurate results.

Machined steel plates of 1 in. Once determined, the centroidal axis can be marked on the end of the prism.

To test the prism, it is placed in the compression machine with both centroidal axes of the specimen aligned with the ma- chine's center of thrust. The maximum load and type of fracture is recorded. Prism strength is calculated from the maximum load divided by the prism net area.

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This prism strength is then corrected as described below. The capping wear compressive strength of the prism by the correction factor plate must be plane within 0.

Correction mm and free of gouges, grooves and indentations greater than factors shown in Table 3 can be linearly interpolated between 0. In some cases, however, it may 6. The required thickness of the steel bearing plate masonry construction using the actual construction materials depends on the diameter of the spherically seated head and instead of representative samples. Examples where the in- the width and length of the prism being tested.

The thickness place in-situ masonry properties might need to be considered of the steel bearing plate must equal or exceed the maximum include old or damaged construction, or during the construc- distance from the outside of the spherically seated head to the tion process, when: a testing variable or construction practice outmost corner of the prism—designated d in Figure 6.

Fail- fails to meet speciications; a test specimen is damaged prior ure to provide the required minimum bearing plate thickness to testing; test records are lost; or representative samples are decreases the measured compressive strength of the prism due not otherwise available. The last step prior to testing a prism in compression is Table 2—Prism Aspect Ratio Correction determining the prisms center of mass. The center of mass of Factors ref.

For prisms having symmetric 3.

Upper bearing These specimens are a portion of the existing masonry, and plate may include units, mortar, grout, reinforcing steel, collar joint and masonry accessories. The specimens can be taken from Lower bearing single or multiwythe construction.

The procedures outlined plate in C focus on documenting the condition of the masonry and protecting the specimens from damage during removal Lower platen and transportation to the testing laboratory. Compressive strength test results of ield-removed ma- Therefore, D 7. This plan should include replacement of units removed and repair of any disturbed or cut reinforcement, including those unintentionally damaged during the removal process.

Selecting Specimens Specimens should be representative of the masonry Therefore, the bearing plate thickness, T, must equal construction as a whole, considering variations within the or exceed 4. C ever, T is signiicantly reduced from 4. Removing Specimens Carefully remove each specimen at its perimeter, ensuring Figure 6—Determination of the specimen is the appropriate size for the intended testing.

Bearing Plate Thickness Note that hydraulic or electric impact equipment should not be used, due to the potential for damaging the specimens. Saw-cutting or hand chiseling is preferred.

ASTM C1019 Grouting

Make the two vertical cuts least two units each of which is at least one-half the height of at the sides of the specimen, then make the top cut. Provide a typical unit ; have a length one-half the unit length and two any necessary shoring, bracing and weather protection for unit lengths; not include vertical reinforcement. In addition, the remaining construction.

The specimens should be prepared for capping by smooth- Transporting Specimens ing and removing loose or otherwise unsound material from The specimens should be conined as described in Trans- the bearing surfaces, to produce a plumb and level surface.

In addition, each specimen should be Note that grouted or partially grouted specimens cannot protected on all sides with material such as 1 in. The specimens are photographed packaging foam or bubble wrap, placed in sturdy crates, and to document specimen condition prior to capping.

Capping the crates completely illed with packing material to ensure and testing procedures are identical to those for constructed the specimens cannot move within the crate during transport. Field-removed prisms may have non-uniform dimensions Testing Specimens that should be considered when determining net cross-sectional It is not permitted to test grouted or partially grouted area for calculating compressive strength.

Professional judge- specimens that contain vertical reinforcement. Specimens cut ment should be used to determine the minimum bearing area from existing construction containing horizontal reinforcement of a non-uniform prism.Tx, Structural Eng in Florida. United States. Work Item s — proposed revisions of this standard.

Temperature and Slump Test 8. Cover immediately with a damp absorbent material such as cloth or paper towel. All of the current code standards are based on the grout testing method that have be used as documentation of the grout for decades of testing and research because it provides the most realistic measure of properties.

Soak in limewater for 24 h. C 11 FIG. Store an indicating maximum-minimum thermometer with the specimens and record the maximum and minimum temperatures experienced prior to the time the specimens are placed in the nal curing environment.