Materials Quiz Questions and Answers

The statement suggests that the more the concrete is exposed, the greater the range of movement is. This implies that when concrete is exposed to various external factors such as temperature changes, moisture, or stress, it tends to expand or contract more. This is generally true as concrete is known to have certain properties that make it susceptible to movement under different conditions. However, it is important to note that the extent of movement may also depend on other factors such as the composition of the concrete mix or the specific environment in which it is exposed.

The correct answer is 95 because the AASHTO T-90 method determines the maximum density of the embankment material. To ensure stability and prevent settlement, a certain degree of compaction is required. This means that the embankment must be compacted to at least 95% of its maximum density as determined by the AASHTO T-90 method. Compacting the embankment to a lower percentage may result in inadequate stability and potential settlement issues.

The Plasticity Index (PI) is a measure of the plasticity or workability of a soil. It indicates the range of moisture content within which the soil can be easily compacted and shaped. A higher PI value indicates a greater range of moisture content and therefore a more plastic soil. In the context of an aggregate base course, which is used as a foundation for roads and pavements, it is important to have a stable and well-compacted base. Therefore, a lower PI value is desired to ensure that the aggregate base course can be properly compacted and provide a stable foundation. A PI value of 6 is the most suitable option as it indicates a lower plasticity and better workability for the aggregate base course.

A liquid is preferable for bituminous prime coat because it allows for better penetration and adhesion to the surface being treated. Liquid bitumen can be easily applied and spread evenly, ensuring a uniform and effective prime coat. Solid bitumen would not be suitable as it would not have the necessary fluidity to penetrate and bond with the surface. Blown bitumen is a type of solid bitumen that has been oxidized, making it harder and less suitable for a prime coat. Hot asphalt, while a liquid, is typically used for other applications such as paving and would not be the most suitable choice for a prime coat.

Soils containing more than 35% passing 0.075mm (#200) sieve are classified as silty-clay materials. This classification is based on the particle size distribution of the soil. Silty-clay materials have a high percentage of fine particles, which are smaller than 0.075mm in size. This classification is important in understanding the properties and behavior of the soil, as silty-clay materials have specific characteristics and can have different engineering implications compared to other types of soils.

Sandy clay is a type of soil that has characteristics of both clay and sand. It has a higher percentage of sand particles compared to clay, but still retains some clay properties. This means that sandy clay will have better drainage and less water-holding capacity compared to pure clay soil. It is often found in areas where there is a mixture of clay and sand deposits, resulting in a soil type that is intermediate between the two.

VMA stands for Voids in Mineral Aggregate, which refers to the intergranular void spaces between aggregate particles. These void spaces are important in asphalt mixtures as they provide room for asphalt binder to flow and coat the aggregates, resulting in a more durable and long-lasting pavement. Therefore, VMA is the correct answer for this question.

Subsoil drainage is provided for the purpose of counteracting moisture movement within the structure either by seepage or capillary action. By installing subsoil drainage systems, excess water is directed away from the structure, preventing it from seeping into the foundation or causing damage. This helps to control the moisture levels and prevent any potential issues caused by moisture movement, such as dampness, mold growth, or structural damage.

Fine aggregates used in concrete pavement shall contain not more than 3% of material passing the 0.075mm sieve by washing. This requirement ensures that the fine aggregates used in the concrete pavement have a certain level of cleanliness and do not contain excessive amounts of fine particles. Excessive amounts of fine particles can affect the workability, strength, and durability of the concrete pavement. Therefore, limiting the percentage of material passing the 0.075mm sieve helps to ensure the quality and performance of the concrete pavement.

During the excavation for a structure, the backfilling operation requires a loose layer of 20 cm. This means that the backfill material should be placed in layers that are 20 cm thick. Additionally, the backfill material needs to be compacted to at least 95 percent. This ensures that the backfill is properly settled and provides stability and support to the structure.

The test for coarse aggregate includes abrasion and absorption. Abrasion refers to the resistance of the aggregate to wear and tear, while absorption measures the ability of the aggregate to absorb water. These tests are important in determining the durability and strength of the coarse aggregate, as well as its suitability for use in construction projects. By conducting these tests, engineers can ensure that the aggregate meets the required standards and will perform well in the intended application.

The correct answer is crushed gravel or stone because bituminous macadam pavement requires a strong and durable coarse aggregate that can withstand heavy traffic loads. Crushed gravel or stone provides the necessary strength and stability to the pavement, making it suitable for use in this type of road construction. Natural gravel may not have the same level of strength and durability as crushed gravel or stone, making it less suitable for bituminous macadam pavement. Therefore, the correct choice is crushed gravel or stone.

Distortion is the result of asphalt layer instability or granular base or subgrade weakness. When these underlying layers are not stable, the pavement can twist out of shape, causing distortion. Disintegration refers to the breaking apart of the pavement, upheaval is the lifting of the pavement, and bleeding is the upward movement of asphalt on the surface. None of these options accurately describe the twisting out of shape that occurs with distortion.

A viscometer is an apparatus used to measure the viscosity or consistency of a liquid, such as liquid asphalt. It determines how easily the liquid flows, which is important in various industries, including paving and construction. By measuring the time it takes for a liquid to flow through a narrow tube or capillary, the viscometer provides a quantitative measure of the liquid's viscosity. Therefore, the viscometer is the correct apparatus for determining the consistency of liquid asphalt.

Concrete beam specimens for paving concrete are molded in 2 equal layers. This means that the concrete is poured into the mold in two separate layers, with each layer being of equal thickness. This method ensures that the concrete is evenly distributed throughout the beam and helps to prevent any potential issues such as voids or weak spots. By pouring the concrete in layers, it allows for better control and compaction of the material, resulting in a stronger and more uniform beam.

Degree of saturation determines the relative amount of water in the voids. It is a measure of how much of the pore space is filled with water compared to the total pore space. A higher degree of saturation indicates a higher water content in the voids, while a lower degree of saturation indicates a lower water content. Therefore, degree of saturation is the correct answer as it directly relates to the relative amount of water in the voids.

The volume of the concrete can be calculated by performing the unit weight test on the fresh concrete. This test involves measuring the weight of a known volume of concrete and then calculating its density. By knowing the density and weight, the volume of the concrete can be determined. Cement, air, and water are components of concrete, but they do not directly determine the volume of the concrete.

The statement is false because soil is not composed solely of minerals. It also contains organic matter, water, and air. Additionally, the cohesive forces in soil are not always strong and permanent, as they can vary depending on the composition and moisture content of the soil.

Hot asphalt is commonly referred to as asphalt cement because it is the main component used in the production of asphalt. Asphalt cement is a sticky, black, and highly viscous liquid or semi-solid substance that is obtained from petroleum. It is heated to high temperatures and mixed with aggregates to create asphalt concrete, which is used for road construction and surfacing. The term "asphalt cement" is used to distinguish this specific type of asphalt from other forms, such as emulsified asphalt or blown asphalt, which have different properties and applications.

The correct answer is 50. In the Los Angeles Abrasion test, the aggregate sample is subjected to abrasion and impact in a rotating steel drum containing steel balls. The percentage wear is determined by comparing the weight of the aggregate before and after the test. A higher percentage wear indicates a higher susceptibility to abrasion and thus a lower quality aggregate. AASHTO T-96 specifies that the maximum percentage wear allowed for the aggregate subbase course in a coarse portion retained on a 2.0mm #10 sieve is 50%.

The water content of soils is generally based on the weight of solids because it is important to determine the amount of water present in relation to the solid particles in the soil. This measurement helps in understanding the soil's ability to retain water and its overall moisture content. By calculating the weight of solids, one can accurately assess the water content and make informed decisions regarding irrigation, drainage, and soil fertility.

The correct answer is Bituminous road mix surface course. This term refers to a type of road surface that is made up of a mixture of bitumen (a sticky black substance) and aggregate materials such as sand, gravel, or crushed stone. This surface course is commonly used in road construction and provides a smooth and durable driving surface.

Concrete is a composite material made up of two major components - paste and mineral aggregates. The paste, which consists of cement and water, acts as the binder that holds the aggregates together. Cement provides the strength and durability to the concrete, while water is required for the chemical reaction that causes the cement to harden. Mineral aggregates, on the other hand, are the inert materials such as sand, gravel, or crushed stone that make up the bulk of the concrete mixture. These aggregates provide strength, stability, and volume to the concrete.

The correct answer is 5-8%. Bituminous concrete is a type of pavement material that consists of a mixture of aggregates and asphalt binder. The asphalt is used to bind the aggregates together and provide strength and durability to the pavement. The percentage of asphalt used in the mixture is typically based on the weight of the aggregate. In the case of bituminous concrete surface course, the recommended percentage of asphalt is 5-8% to ensure proper binding and performance of the pavement.

The correct answer is 1.70mm #12. This sieve size is used in the separation of aggregates after the abrasion test. The sieve has a mesh size of 1.70mm, which means that it allows particles smaller than 1.70mm to pass through while retaining larger particles. This sieve size is commonly used in the construction industry to determine the particle size distribution of aggregates, which is important for evaluating their suitability for various applications.

When an asphalt cement is submitted for quality testing in a laboratory, it is crucial to have a corresponding job mix formula. This formula specifies the proportions of different materials that should be used in the asphalt mix to achieve the desired performance characteristics. It includes information about the type and amount of aggregates, asphalt cement, and additives to be used. The job mix formula serves as a guide for producing consistent and high-quality asphalt mixes that meet the required specifications and performance standards. Without a job mix formula, it would be difficult to ensure the consistency and quality of the asphalt mix being tested.

Asphalt mixes are usually tested for extraction. This means that when testing asphalt mixes, the extraction process is typically performed. This process involves separating the asphalt binder from the aggregate in the mix to determine the asphalt content. By testing asphalt mixes for extraction, engineers and researchers can assess the quality and properties of the asphalt binder used in the mix, which is crucial for ensuring the durability and performance of asphalt pavements.

Particle arrangement is one of the methods of stabilizing inferior soils. By adjusting the arrangement of particles within the soil, such as through compaction or adding stabilizing agents, the soil's strength and stability can be improved. This can help prevent issues such as settling, erosion, or structural failure. By properly arranging the particles, the soil can better support loads and resist movement, making it more suitable for construction or other purposes.

To ensure the strength of the concrete pavement, it is necessary to take and test samples of concrete beams. The number of samples required depends on the volume of concrete used. In this case, 850 cu.m of concrete is paved in one day with a thickness of 0.23m. To accurately assess the strength, it is recommended to take and test 3 sets of concrete beam samples. This ensures a representative sample size and provides a reliable measure of the concrete's strength.

The correct answer is 50%. The percentage of wear of the coarse aggregate in item 201, aggregate base course, should not exceed 50% as determined by the Los Angeles Rattler Test. This test measures the resistance of the aggregate to abrasion and determines its durability. A higher percentage of wear indicates that the aggregate is more susceptible to breaking down and deteriorating over time, which is undesirable for a base course material. Therefore, a maximum percentage of wear of 50% is specified to ensure the quality and longevity of the aggregate base course.

The specific gravity of an asphalt mix is calculated by dividing the weight of the mix by its volume. In this case, the maximum specific gravity is given as 2.5, which means that the weight of the mix is 2.5 times the weight of an equal volume of water. Since the asphalt constitutes 6.0% of the mix, the weight of the asphalt can be calculated as 0.06 times the weight of the mix. Given that the specific gravity of the asphalt is 1.01, the weight of the mix can be calculated as (2.5/1.01) times 0.06 times the weight of the mix. Solving this equation gives a specific gravity of the aggregate equal to 2.76.

A subgrade soil with a higher CBR (California Bearing Ratio) value indicates that it has a greater strength and ability to withstand loads. Therefore, it would require a thinner layer of subbase and base course to provide the necessary support. On the other hand, a subgrade soil with a lower CBR value would be weaker and would need a thicker layer of subbase and base course to compensate for its lower strength. Therefore, a subgrade soil with a CBR value of 30% would require a thicker layer of subbase and base course.

The plasticity test is conducted on soils that pass through a sieve with a size of 0.425mm (#40). This test helps to determine the plasticity characteristics of the soil, such as its ability to undergo deformation without breaking. By conducting the test on particles that are smaller than 0.425mm, it ensures that the soil sample used for the test is representative of the fine-grained portion of the soil, which is where the plasticity properties are typically observed.

The correct answer is 2.00mm (#10). The boundary between sand and gravel is determined by the size of the particles. Sand particles are larger than 0.075mm (#200) but smaller than 2.00mm (#10). Gravel particles, on the other hand, are larger than 2.00mm (#10). Therefore, the 2.00mm (#10) size represents the boundary between sand and gravel.

The rate of application of emulsified asphalt used as bituminous prime coat is 0.5 to 1.0 liter per square meter. This means that for every square meter of surface area, a quantity of emulsified asphalt ranging from 0.5 to 1.0 liter should be applied. This rate ensures that the prime coat is applied evenly and provides sufficient coverage to the surface.

Adding hydrated lime to bituminous concrete surface course can enhance its resistance to water. The correct answer of 0.5-1% suggests that adding this percentage of hydrated lime to the mixture will provide the desired level of water resistance.

Prestressed concrete requires the use of Class D concrete because it has a high compressive strength and low water-cement ratio, which makes it ideal for withstanding the tension forces created by the prestressing process. Class D concrete also has good durability and resistance to shrinkage, making it suitable for long-term structural applications.

Distillation is the test used to determine the amount of asphalt cement in a liquid asphalt. Distillation involves heating the liquid asphalt and collecting the vapor that is produced. The vapor is then condensed and collected, allowing for the separation and measurement of the asphalt cement. This process is commonly used in the asphalt industry to ensure the quality and consistency of liquid asphalt products.

The preference for uncrushed or crushed aggregates in bituminous mixtures depends on the type of bituminous material being used. Different types of bituminous materials may have different requirements for aggregate characteristics. Therefore, it is important to consider the specific type of bituminous material when deciding whether to use uncrushed or crushed aggregates in the mixture.

The plasticity index for aggregate surface course should be within the range of 4 to 9. This range indicates the acceptable level of plasticity in the aggregate, which is important for its performance and durability. A plasticity index below 4 may result in poor compaction and stability, while a value above 9 may lead to excessive plastic deformation and rutting. Therefore, the correct answer is 4 - 9.

In the manufacturing of culvert pipes, class C concrete is used. Class C concrete is a type of concrete that has a moderate strength and is commonly used in various construction applications. It has a compressive strength of 2500 to 5000 psi, which makes it suitable for structural elements like culvert pipes. Class C concrete is known for its durability and ability to withstand harsh environmental conditions, making it a preferred choice for infrastructure projects.

The test for fine aggregate for concrete includes evaluating the gradation of the aggregate particles and determining the mortar strength. Gradation refers to the distribution of particle sizes in the aggregate, which is important for achieving a dense and workable concrete mix. The mortar strength test assesses the bonding ability of the aggregate with the cement paste, which is crucial for the overall strength and durability of the concrete. Therefore, both gradation and mortar strength are essential factors to consider when testing fine aggregate for concrete.

In aggregate subbase course, the degree of compaction of each layer should be achieved until a field density of at least 100 percent of the maximum dry density determined in accordance with AASHTO T-89, method D has been attained. This means that the layer should be compacted to its maximum possible density to ensure stability and durability of the subbase.

A minimum cement factor of 8.5 bags/cu.m of concrete is required for paving concrete. This means that for every cubic meter of concrete used for paving, a minimum of 8.5 bags of cement, based on the standard 94 lbs. bag, should be used. This ensures that the concrete has the necessary strength and durability for paving applications.

The main difference between a bulk measured specific gravity of a bituminous mixture and its maximum measured specific gravity is the volume of voids. The bulk measured specific gravity includes the volume of both the asphalt and the voids, while the maximum measured specific gravity only considers the volume of the aggregate particles. By subtracting the volume of voids from the bulk measured specific gravity, the maximum measured specific gravity provides a more accurate measure of the density and compactness of the bituminous mixture.

The correct answer is 6 to 10. This means that the amount of emulsified asphalt to be added in a bituminous plant mix surface course, cold laid should be between 6% and 10% of the total dry aggregate mass. This range ensures that the mixture has enough asphalt to provide adequate binding and durability, but not too much that it becomes overly soft or prone to rutting.

The given question asks for the number of samples of structural steel (reduced section) required for a specific weight of 38,000 kg. The correct answer is 3. This implies that three samples of structural steel (reduced section) are needed to meet the weight requirement of 38,000 kg.

The correct answer is 50%. In the context of coarse aggregate for crushed stone Aggregate Surface Course, it is important to have a balance between the mass percent of particle retained on the 4.75mm #4 sieve and the presence of fractured faces. Having too high of a mass percent can result in a less stable and less durable surface course, while having too low of a mass percent can result in a lack of stability. Therefore, a mass percent of 50% strikes a balance between these factors and is considered to be the ideal requirement for this particular application.

The correct answer is 40%. According to AASHTO T-96, the coarse aggregate used for PCC pavement should have a mass percent wear that does not exceed 40%. This test measures the resistance of the aggregate to abrasion and determines its durability. A lower mass percent wear indicates a stronger and more durable aggregate, which is important for the longevity and performance of the pavement. Therefore, the coarse aggregate should have a mass percent wear not exceeding 40% to meet the specifications for PCC pavement.

Manufactured fine aggregate refers to crushed stone, crushed gravel, or sand produced from quarried rock. It is typically angular in shape and has a higher surface area compared to natural fine aggregate. Due to its characteristics, manufactured fine aggregate tends to absorb more water, which affects the workability of the concrete mix. As a result, more mixing water is required to achieve the desired consistency. Therefore, the correct answer is "mixing water."