Tcm 1131 Test 1

In the context of a subdivision plat, monuments refer to physical markers or objects that are used to identify and define property boundaries. They are typically placed at key points on the land, such as corners or intersections, and are considered the most reliable and accurate method for determining property boundaries. Therefore, if there is a conflict or discrepancy in the subdivision plat that has been incorporated into the legal description of an individual lot, the descriptive device that governs would be monuments.

Reinforcing steel is placed in typical concrete slabs to resist tensile stresses. Concrete is strong in compression but weak in tension. When a load is applied to a concrete slab, it can cause the bottom portion to be compressed and the top portion to be stretched. This creates tensile stresses in the concrete, which can lead to cracking and failure. By adding reinforcing steel, such as rebar, it helps to distribute the tensile stresses and prevent the concrete from cracking, increasing the overall strength and durability of the slab.

The prime meridian, designated as 0 degrees longitude, passes through Greenwich. This location was chosen as the reference point for measuring longitude because it is the site of the Royal Observatory in London, which played a significant role in the development of modern navigation and timekeeping systems. The prime meridian divides the Earth into the Eastern and Western Hemispheres, and Greenwich Mean Time (GMT) is based on this meridian. Therefore, Greenwich is the correct answer for the location through which the prime meridian passes.

The correct answer is aggregate. In concrete, aggregate refers to the mixture of sand, gravel, crushed stone, and other materials that are used to fill up the space between cement particles. It accounts for a significant percentage of the volume of concrete, typically ranging from 60 to 75 percent. Aggregates provide strength and stability to the concrete mixture, making it durable and capable of withstanding loads and stresses.

Spiral reinforcing ties are typically more expensive than other types of column reinforcing ties. This is because spiral ties are made by winding a continuous steel bar in a helical pattern around the column, which requires more labor and time compared to other types of ties. Additionally, spiral ties provide better structural integrity and load-bearing capacity, making them a preferred choice for high-rise buildings and structures, further contributing to their higher cost.

Prefabrication can make greater use of power tools and machinery than site fabrication because in a factory setting, there is more space and resources available to accommodate large machinery and equipment. Additionally, the controlled environment of a factory allows for efficient and continuous use of power tools, leading to faster and more precise construction processes. On the other hand, site fabrication often faces limitations in terms of space and access to resources, making it less conducive to extensive use of power tools and machinery.

As the water-cement ratio increases, the durability of concrete decreases. This is because a higher water-cement ratio results in a more porous concrete structure, which allows for more water to penetrate and damage the concrete over time. The excess water also leads to increased shrinkage and cracking, further reducing the durability of the concrete. Therefore, maintaining a lower water-cement ratio is essential for improving the durability and long-term performance of concrete structures.

The compressive strength of concrete is typically tested after 7 and 28 days of curing. This is because concrete gains strength over time as it cures and hardens. Testing the compressive strength at these specific time intervals allows engineers to assess the quality and durability of the concrete. The 7-day test provides an early indication of the concrete's strength, while the 28-day test is considered the standard for evaluating its long-term strength. By conducting tests at both time intervals, any potential issues with the concrete can be identified and addressed before further construction takes place.

The nominal size of a #6 rebar is 3/4 inch. Rebar is commonly used in construction for reinforcing concrete structures. The number in the rebar designation refers to the diameter of the rebar in eighths of an inch. Therefore, a #6 rebar has a diameter of 6/8 inch or 3/4 inch.

The Department of Housing and Urban Development encourages housing production through mortgage insurance and various subsidies. This agency is responsible for implementing policies and programs that promote affordable housing and urban development in the United States. They provide mortgage insurance to lenders, which encourages them to provide loans for homebuyers with lower down payments and credit scores. Additionally, the department offers subsidies and grants to developers and organizations to support the construction and rehabilitation of affordable housing units.

The minimum width of a door for wheelchair accessibility is 32 inches. This width allows for easy passage of a wheelchair through the door without any obstructions or difficulties. A door with a width less than 32 inches may not provide enough space for a wheelchair to pass through comfortably, potentially causing inconvenience or difficulty for individuals using wheelchairs.

In the Unified Soil Classification system, the abbreviation GW stands for "well-graded gravel." This means that the gravel particles are evenly distributed across a wide range of sizes, resulting in a well-graded mixture. This type of gravel has good drainage properties and is commonly used in construction and civil engineering projects.

As the water-cement ratio increases, the strength of concrete decreases. This is because a higher water-cement ratio means that there is more water in the mixture compared to the amount of cement. This excess water can lead to a weaker and more porous concrete structure, reducing its overall strength. Therefore, it is important to maintain an appropriate water-cement ratio to ensure the desired strength and durability of the concrete.

Hydration is the correct answer because when Portland cement is mixed with water, a chemical reaction occurs where water molecules react with the cement compounds to form new compounds. This reaction is known as hydration and it is responsible for the hardening and setting of the cement mixture, ultimately leading to the formation of a solid and durable material. Consolidation refers to the process of compaction and settlement of soil or sediment layers. Vitrification is the transformation of a substance into a glass-like solid. Coagulation is the process of forming a solid or gel from a liquid.

Scaling is the correct answer because it refers to the breaking away of the hardened concrete surface of a slab to a depth of about 1/16 to 3/16 inch. This defect occurs due to freeze-thaw cycles, the use of improper mix proportions, or inadequate curing. Crazing refers to the formation of shallow cracks on the concrete surface, dusting refers to the formation of a powdery layer on the surface, and chipping refers to the breaking away of larger pieces of concrete.

Screeding is the initial step in finishing a concrete slab after it has been poured into the formwork. It involves using a straight board or a screed to level the concrete and remove any excess material. By dragging the screed across the surface, the concrete is distributed evenly and any high spots are leveled out. This process ensures that the slab has a smooth and flat surface, providing a solid foundation for further finishing techniques such as floating, darbying, and troweling.

Type II (Moderate) portland cement should be used where sulfate concentrations in the groundwater are higher than normal. This is because Type II cement has a lower heat of hydration, which reduces the risk of sulfate attack. Sulfate ions can react with the tricalcium aluminate (C3A) in cement to form expansive compounds, leading to cracking and deterioration of the concrete. Therefore, using Type II cement helps to mitigate the effects of sulfate attack in areas with higher sulfate concentrations in the groundwater.

The ideal proportion for rectangular segments of concrete slabs defined by control joints is 1:1. This means that the length of the segment is equal to its width. This proportion helps to control cracking and movement in the concrete by providing evenly spaced joints that allow for expansion and contraction.

Buildings with large floor plans enclose more space per unit of exterior wall cladding. This means that for every unit of exterior wall cladding, a larger building is able to enclose a greater amount of interior space compared to a smaller building. In other words, the exterior wall of a larger building is able to enclose a larger volume of interior space, making it more efficient in terms of space utilization.

Prefabrication offers the advantage of a shorter period of time required for site assembly and construction compared to site-fabrication. This is because prefabricated components are manufactured off-site in controlled environments, allowing for simultaneous construction activities to take place. This reduces the overall construction time as the site assembly can be completed quickly once the prefabricated components are delivered. On the other hand, site-fabrication involves constructing each component on-site, which can be time-consuming and may cause delays due to factors such as weather conditions and labor availability. Therefore, prefabrication is a more efficient method for completing construction projects in a shorter timeframe.

Site-fabrication has an advantage over prefabrication in terms of greater acceptance by consumers and builders. This means that consumers and builders are more likely to prefer and embrace site-fabrication as a construction method. This could be due to various reasons such as the ability to customize the construction according to specific requirements, the flexibility to make changes during the construction process, and the perception of higher quality and craftsmanship associated with on-site construction. Ultimately, this acceptance can lead to increased demand for site-fabrication and potentially more business opportunities for builders.

Portland cement is named after the stone of the Isle of Portland. The stone of the Isle of Portland is a type of limestone that was commonly used in the production of cement. This particular type of limestone has unique properties that make it ideal for making cement, such as its high calcium content. Therefore, the cement produced using this stone was named after its source, the Isle of Portland.

The Metes and Bounds system of surveying relied heavily on natural monuments, such as trees or rocks, to mark property boundaries. However, in the undeveloped lands of the westward expansion after the Revolutionary War, there was a shortage of these natural monuments. This made it difficult to accurately survey and establish property boundaries using the Metes and Bounds system. As a result, the Rectangular System, which used a grid pattern based on meridians and parallels, was introduced as a more practical and efficient method of surveying in these areas.

As the maximum size of well graded coarse aggregate increases, the amount of portland cement required in a mix decreases. This is because larger aggregate particles take up more space, reducing the amount of cement needed to fill in the gaps and achieve the desired water-cement ratio. Therefore, as the aggregate size increases, less cement is required to achieve the desired mix proportions.

Sawing is a common choice for control joints in exposed aggregate concrete slabs. Control joints are used to allow for the natural expansion and contraction of the concrete, preventing cracks and damage. Sawing is a precise method that involves cutting straight lines into the concrete surface using a saw. This helps to control where the cracks will occur and allows for better control over the appearance of the exposed aggregate. By creating control joints through sawing, the concrete slab can maintain its structural integrity while also achieving a visually appealing finish.

The project designer produces the project manual. This manual contains all the necessary information and instructions for the construction project, including design specifications, materials, and construction techniques. The project designer is responsible for creating and documenting the design concept and ensuring that it is properly communicated to the project contractor and other stakeholders. The project manual serves as a guide for the construction process and helps ensure that the project is executed according to the designer's vision and specifications.

Multi-story buildings require less foundation wall and less roofing material per unit of enclosed space compared to single-story buildings. This is because multi-story buildings can utilize vertical space more efficiently, allowing for more units of enclosed space to be built on a smaller footprint. The vertical design reduces the need for additional foundation walls and roofing material, resulting in cost and material savings.

The maximum slope appropriate for a ramp designed for wheelchair accessibility is 1:12. This means that for every 12 units of horizontal distance, the ramp should only rise 1 unit vertically. This slope is recommended to ensure that wheelchair users can safely and comfortably navigate the ramp without excessive effort or risk of tipping over. A steeper slope could pose challenges and potential hazards for wheelchair users.

As the maximum aggregate size increases, the total percent of air allowed in a concrete mix must decrease. This is because larger aggregate particles take up more space in the mix, leaving less room for air voids. Therefore, in order to maintain the desired air content, the percentage of air allowed must be reduced.

Cement and aggregate should be measured by weight when proportioning for a mix of concrete. This is because the strength and durability of concrete depend on the precise ratio of cement to aggregate. By measuring them by weight, we ensure that the correct proportions are maintained, resulting in a consistent and reliable concrete mix. Measuring by volume, shovel, or wheelbarrow may introduce inaccuracies and variations in the mix, leading to potential issues with the quality of the concrete.

When placing concrete for a wall, it is recommended to start by placing concrete at the ends of the wall first and then progress toward the center. This order of placement helps to ensure that the concrete is evenly distributed and properly compacted throughout the wall. Starting at the ends allows for better control and prevents the concrete from drying out too quickly, which can lead to weak spots or cracks. Gradually moving towards the center helps to achieve a uniform and structurally sound wall.

Floor joists are considered to be a part of the dead load on a building. Dead load refers to the permanent weight of the building components that do not change over time, such as the structural elements like floor joists. These elements contribute to the overall weight of the building and are designed to support the weight of the building itself, as well as any additional loads that may be placed on it. Therefore, floor joists are considered as a part of the dead load on a building.

A specification is a detailed and precise description of a product or practice. It outlines the specific requirements and characteristics that the product or practice must meet. It provides clear instructions and guidelines for the development, production, or implementation of the product or practice. A specification helps ensure consistency and quality by defining the necessary features, dimensions, materials, performance criteria, and other relevant details. It serves as a reference document for designers, engineers, manufacturers, and other stakeholders involved in the development or implementation process.

A slump test is a method used to measure the consistency of freshly mixed concrete. It determines the degree of flowability and workability of the concrete mixture. By measuring the slump, which is the amount of vertical settlement that the concrete undergoes after a slump cone is removed, the test provides an indication of the water content and workability of the concrete. Therefore, the correct answer is consistency, as the slump test is specifically used to measure the consistency of the concrete mixture.

Slab II on grade contains WWF (Welded Wire Fabric) but does not contain reinforcing bars except in localized areas. This means that the slab has a layer of WWF throughout its surface, providing additional strength and support. However, it does not have a continuous placement of reinforcing bars, except in specific areas where additional reinforcement may be required due to localized stress or load conditions.

Synthetic rubber is typically used for bearing pads under precast beams, girders, and tees. This material is chosen because it offers excellent durability and resilience, allowing it to effectively absorb and distribute the load from the beams and girders. Synthetic rubber is also resistant to wear and tear, providing long-lasting support for the precast elements. Additionally, it has good friction properties, ensuring stability and preventing slippage between the beams and the pads.

"General Business" is categorized into the "commercial" zone in the International Zoning Code. This means that the area designated as "General Business" is intended for commercial activities such as retail stores, offices, and other commercial establishments. It is not categorized as agricultural, residential, or institutional, which have their own specific purposes and regulations within the zoning code.

Slab-on-grade types I and II are separated from the elements that support the superstructure.

The correct answer is "isolation." Isolation joints are typically used around the base of a column in a concrete slab. These joints are designed to separate the column from the surrounding slab, allowing for independent movement and preventing cracks or damage that could occur due to the settlement or expansion of the column. By isolating the column, any movement or shifting that may happen will not affect the slab, ensuring its stability and durability.

Underwriters Laboratories is the agency that tests components and devices for purposes of fire and electrical safety. Their "label" on products verifies that they have met the required standards.

Walers are the horizontal members that support the sheet piles. They provide additional stability and prevent the sheet piles from bending or buckling under the pressure of the soil or water. Walers are typically installed parallel to the sheet piles and are used to distribute the loads evenly across the entire wall. They help to maintain the alignment and position of the sheet piles, ensuring that they remain in place and perform their intended function effectively.

Air-entrainment is essential in concrete exposed to freeze-thaw cycles because when water freezes, it expands and exerts pressure on the concrete. This can lead to cracking and deterioration of the structure. By incorporating air-entraining agents, tiny air bubbles are introduced into the concrete mix, which act as pressure relief valves when water freezes and expands. These air voids accommodate the expansion, reducing the risk of cracking and increasing the durability of the concrete in freeze-thaw conditions.

The appropriate materials for the tool used to float concrete are aluminum or magnesium. These materials are commonly used for concrete floats because they are lightweight and have a smooth surface that allows for easy and effective smoothing and leveling of the concrete surface. They are also durable and resistant to corrosion, making them suitable for use in wet environments. Wood and steel, on the other hand, may not be as effective or practical for this purpose.

The correct answer is "the thickness of the foundation wall." This is because the footing is designed to distribute the load of the structure evenly to the soil. By having the footing thickness equal to the foundation wall thickness, it ensures that the load is evenly distributed and prevents any uneven settlement or structural issues.

The correct answer is "fast-tract." This is not one of the three basic project delivery systems in today's construction industry. The three basic project delivery systems are design-bid-build, construction management, and design build. Fast-tract is not commonly used as a project delivery system in the construction industry.

Annealed glass is not appropriate for doors and sidelights because it is a type of regular glass that has not been treated for strength or safety. It is more prone to breakage and can shatter into large, sharp pieces when broken, posing a safety risk. In contrast, tempered glass is specifically designed to be stronger and safer, as it undergoes a heating and cooling process that increases its strength and causes it to break into small, dull pieces. Laminated glass is also a safer option as it consists of two or more layers of glass with an interlayer that holds the glass together when broken. Plastic is another suitable alternative as it is lightweight and impact-resistant.

When excavating cohesive soils like clay, the angle of excavation needs to be deeper to prevent collapse. However, when excavating cohesionless soil like sand, the angle of excavation can be shallower because sand has a lower cohesive strength and is less likely to collapse. Therefore, the correct answer is "Shallower."

Roman cement containing puzzolana was different from lime-based cements because it had the unique property of being able to set underwater. Unlike lime-based cements, which require a dry environment to set and harden, the inclusion of puzzolana in Roman cement allowed it to react with water and form a solid mass even when submerged. This made it a valuable material for constructing structures such as harbors, bridges, and aqueducts that needed to withstand water pressure and remain stable underwater.

Pozzolans should not be used in concrete where high early strength is needed. This is because pozzolans, such as fly ash or silica fume, are supplementary cementitious materials that react slowly with water to form cementitious compounds. These compounds contribute to the strength and durability of concrete over time. However, they do not provide rapid strength development, which is crucial in applications where high early strength is required, such as in construction projects that need quick load-bearing capacity or in situations where formwork needs to be removed early. In such cases, other cementitious materials or additives that promote faster strength gain should be used instead.

Flying forms are a type of formwork that is assembled in large sections and can be lifted by a crane without the need for dismantling. This allows the formwork to be easily transported and used in another location, saving time and effort. Flying forms are commonly used in construction projects where repetitive structures, such as walls or columns, need to be built. The ability to quickly and efficiently move the formwork to different areas of the construction site makes flying forms a practical and cost-effective solution.