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Coarse aggregate can also be described as gravel, crushed rock, rocks or stones.
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∙ 13y ago
Enoch Wu
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What is the importance of sieve analysis?
The preparation or introduction of Sieve Analysis a sample of the aggregate must be obtained from the source. The aggregate, the total weight is required. it should be mixed thoroughly and then reduced to a suitable size for testing in order to prepare the sample.
Why coarse sand is preferred than fine sand?
Sand is not just sand to engineers or other professionals. Each application has a specification. * Coarse sands are good for rapid filtering of flids * Silica sands are imperviu to chemicals * DEsert sands have smoother grains * Some sands are one grain size, others have a size istribution
What are the other names for page layout?
Format is your most common intelligent alternative.
What are the names of the different types of specific rocket parts?
Nothing
What is the mixing ratio in asphalt concrete?
Aggregate is the granular material used in asphalt concrete mixtures which make up 90-95 percent of the mixture weight and provides most of the load bearing characteristics of the mix. Therefore, the quality and physical properties of the aggregates are critical to the pavement performance. The following is recommended:(1) Aggregates should be nonplastic. The presence of clay fines in an asphalt mix can result in problems with volume swell and adhesion of asphalt to the rock contributing to stripping problems. The minus #4 sieve material should have a minimum sand equivalent value of 45 using the test method described in the American Association of State Highway and Transportation Officials (AASHTO) specification (AASHTO T-176).(2) A limit should be placed on the amounts of deleterious materials permitted in the aggregates. Specifications should limit clay lumps and friable particles to a maximum of one percent.(3) Durability or weathering resistance should be determined by sulfate soundness testing. Specifications should require a sodium or magnesium sulfate test using the limits described in the AASHTO specification M-29.(4) Aggregate resistance to abrasion should be determined. Specifications should require a Los Angeles abrasion loss of 45 percent or less (AASHTO T-96).(5) Friction between aggregate particles is dependent on aggregate surface roughness and area of contact. As surface friction increases, so does resistance of the mix to deformation. Specifications should require at least 60 percent of the plus #4 sieve material to have at least two mechanically induced fractured faces.(6) The quality of natural sand varies considerably from one location to another. Since most natural sands are rounded and often contain a high percentage of undesirable materials, the amount of natural sand as a general rule should be limited to 15 to 20 percent for high volume pavements and 20 to 25 percent for medium and low volume pavements. These percentages may increase or decrease depending on quality of the natural sand and the types of traffic to which the pavement will be subjected.(7) For adequate control, aggregate gradations should be specified from the maximum particle size to the #200 sieve so each successive sieve opening is about 1/2 the previous sieve opening (for example, 1 inch, 1/2 inch, #4, #8, #16, #30, #50, #100, #200). The only accurate method to determine the amount of minus #200 sieve material is to perform a wash gradation in accordance with AASHTO T-27 and AASHTO T-11.(8) The ratio of dust (minus #200 sieve material) to asphalt cement, by mass, is critical. Asphalt concrete mixes should require a maximum dust asphalt ratio of 1.2 and a minimum of 0.6.(9) A tool which is very useful in evaluating aggregate gradations is the 0.45 power gradation chart. All mixes should be plotted on these charts as part of the mix design process (Attachment 1).(10) An aggregate's specific gravity and absorption characteristics are extremely important in proportioning and controlling the mixture. It is recommended that AASHTO T-209 be used to determine the maximum specific gravity of asphalt concrete mixes. States not using AASHTO T-209 should be aware of the difficulty of determining the theoretical maximum density using individual ingredient specific gravities and their percentages in the mixture. These difficulties will result in inaccuracies in determining the specific gravity of the mixture. These inaccuracies will carry through to the calculation of the densities in the compacted mat and may result in improperly compacted pavements. It is also necessary to determine the bulk dry specific gravity of the aggregate in order to determine the voids in the mineral aggregate (VMA).The target value for VMA should be obtained through the proper distribution of aggregate gradation to provide adequate asphalt film thickness on each particle and accommodate the design air void system. In addition, tolerance used in construction quality control should be such that the mix designed is actually produced in the field.
What size is coarse aggregate?
20 mm thick coarse aggregate use in slab cast
What is density of 40MM Aggregate?
what is the density of 40mm coarse Aggregate
Why it is not suitable for all concrete mixture when the amount of fine aggregate and coarse aggregate is fixed in sieve test?
Why it is not suitable for all concrete mixture when the amount of fine aggregate and coarse aggregate is fixed?
IS codes for fine aggregate coarse aggregate cement?
fine aggregate zone classification codes
What is aggregate size?
20 mm thick coarse aggregate use in slab cast
Density of coarse aggregate 40mm?
1400kg/m3
IS code for aggregate?
Coarse aggrete is code 383
What is the standard method of preparing the fine and coarse aggregate?
rock crushing
How do you determine moisture content in coarse aggregate?
because its very good
M20 concrete proportions?
Cement : Fine Aggregate : Coarse Aggregate 1 : 1.5 : 3
What is the simple method of brick calculation?
Using Crushed Clay Brick as Coarse Aggregate in Concrete
What are the differences between cement mortar and concrete?
Cement mortar is a mixture of cement, fine aggregate and water.Concrete is a mixture of cement, fine aggregate, coarse aggregate and water.Generally, concrete have higher strength than cement mortar.
