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NICET Level 2 Civil Engineering – Construction Site Inspection, Soil Classification, Excav, Exams of Advanced Education

Liberty University (LU)Advanced Education

NICET Level 2 Civil Engineering – Construction Site Inspection, Soil Classification, Excavation, Embankment, and Compaction Practices.pdf NICET Level 2 Civil Engineering – Construction Site Inspection, Soil Classification, Excavation, Embankment, and Compaction Practices.pdf NICET Level 2 Civil Engineering – Construction Site Inspection, Soil Classification, Excavation, Embankment, and Compaction Practices.pdf NICET Level 2 Civil Engineering – Construction Site Inspection, Soil Classification, Excavation, Embankment, and Compaction Practices.pdf

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NICET Level 2 Civil Engineering – Construction Site
Inspection, Soil Classification, Excavation, Embankment,
and Compaction Practices
1.
You are inspecting a construction site and notice that the soil appears to be
a fine-grained, cohesive material with good bearing capacity. What type of soil
is this likely to be?
a.
Clay
b.
Sand
c.
Gravel
d.
Loam:
a. Clay
2.
You are inspecting the clearing and grubbing of a construction site and notice
that a large tree has been removed within the limits of disturbance. What
should you do?
a.
Notify the project manager and request that a replacement tree be planted
b.
Document the removal in the construction logs and move on
c.
Issue a stop work order until a replacement tree can be planted
d.
Request that the tree be replaced, but do not issue a stop work order:
d. Request
that the tree be replaced, but do not issue a stop work order
3.
You are inspecting the placement of an embankment and notice that the
compaction is below the required specification. What should you do?
a.
Accept the work and move on
b.
Notify the project manager and request that the compaction be corrected
c.
Issue a stop work order until the compaction can be corrected
d.
Document the issue in the construction logs and move on:
b. Notify the project
manager and request that the compaction be corrected
4.
You are asked to calculate the excavation and embankment quantities for a
construction project. What information do you need to complete this task?
a.
The dimensions of the excavation and embankment areas
b.
The weight of the soil and other materials
c.
The density of the soil and other materials
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Download NICET Level 2 Civil Engineering – Construction Site Inspection, Soil Classification, Excav and more Exams Advanced Education in PDF only on Docsity!

NICET Level 2 Civil Engineering – Construction Site

Inspection, Soil Classification, Excavation, Embankment,

and Compaction Practices

  1. You are inspecting a construction site and notice that the soil appears to be a fine-grained, cohesive material with good bearing capacity. What type of soil is this likely to be? a. Clay b. Sand c. Gravel d. Loam: a. Clay
  2. You are inspecting the clearing and grubbing of a construction site and notice that a large tree has been removed within the limits of disturbance. What should you do? a. Notify the project manager and request that a replacement tree be planted b. Document the removal in the construction logs and move on c. Issue a stop work order until a replacement tree can be planted d. Request that the tree be replaced, but do not issue a stop work order: d. Request that the tree be replaced, but do not issue a stop work order
  3. You are inspecting the placement of an embankment and notice that the compaction is below the required specification. What should you do? a. Accept the work and move on b. Notify the project manager and request that the compaction be corrected c. Issue a stop work order until the compaction can be corrected d. Document the issue in the construction logs and move on: b. Notify the project manager and request that the compaction be corrected
  4. You are asked to calculate the excavation and embankment quantities for a construction project. What information do you need to complete this task? a. The dimensions of the excavation and embankment areas b. The weight of the soil and other materials c. The density of the soil and other materials

d. All of the above: d. All of the above

  1. You are inspecting a construction site and notice that temporary erosion and sediment controls are not properly installed. What should you do? a. Accept the work and move on b. Notify the project manager and request that the controls be corrected

ronment d. All of the above: d. All of the above

  1. You are inspecting a construction site and notice that materials testing and certification are not being properly carried out. What should you do? a. Accept the work and move on b. Notify the project manager and request that the testing and certification be corrected c. Issue a stop work order until the testing and certification can be corrected d. Document the issue in the construction logs and move on: b. Notify the project manager and request that the testing and certification be corrected
  2. You are inspecting a construction site and notice that the soil appears to be a well-graded mixture of fine and coarse particles. What type of soil is this likely to be? a. Clay b. Sand c. Gravel d. Loam: d. Loam
  3. You are asked to identify the rights-of-way on a construction site. What are the rights-of-way? a. The areas where the construction activities will take place b. The areas where the construction will have an impact on the environment c. The areas where utilities, such as pipes and cables, are located d. All of the above: c. The areas where utilities, such as pipes and cables, are located
  4. You are asked to differentiate between an easement and a right-of-way. How are they different? a. An easement is an area where the construction activities will take place, while a right-of-way is an area where utilities, such as pipes and cables, are located b. An easement is a right to use another person's land for a specific purpose, while a right-of-way is a legal right to pass over another person's land c. An easement is a legal right to pass over another person's land, while a right-of-way is a right to use another person's land for a specific purpose d. There is no difference between an easement and a right-of-way: b. An easement

is a right to use another person's land for a specific purpose, while a right-of-way is a legal right to pass over another person's land

  1. You are inspecting the placement of a subgrade and notice that the grading is not to the specified slope. What should you do? a. Accept the work and move on b. Notify the project manager and request that the grading be corrected c. Issue a stop work order until the grading can be corrected d. Document the issue in the construction logs and move on: b. Notify the project manager and request that the grading be corrected
  2. You are asked to calculate the excavation and embankment quantities for a construction project. What formula should you use to complete this task? a. Length x Width x Depth b. Length + Width + Depth c. Length x Width / Depth d. Length / Width x Depth: a. Length x Width x Depth
  3. You are asked to identify the properties of clay soil. Which of the following is NOT a property of clay soil? a. It has a high bearing capacity b. It is highly porous c. It has a high water retention capacity d. It is easy to compact: b. It is highly porous
  4. You are inspecting the placement of an embankment and notice that the compaction is above the required specification. What should you do? a. Accept the work and move on b. Notify the project manager and request that the compaction be corrected c. Issue a stop work order until the compaction can be corrected d. Document the issue in the construction logs and move on: a. Accept the work and move on
  5. You are inspecting a construction site and notice that temporary erosion and sediment controls are not properly installed. What are the potential con- sequences of this issue? a. Delays in the construction schedule

a. Accept the work and move on b. Notify the project manager and request that the compaction be corrected c. Issue a stop work order until the compaction can be corrected d. Document the issue in the construction logs and move on: b. Notify the project manager and request that the compaction be corrected

  1. You are asked to identify the properties of loam. Which of the following is NOT a property of loam? a. It has a high bearing capacity b. It is highly porous c. It has a high water retention capacity d. It is easy to compact: b. It is highly porous
  2. You are inspecting the placement of a subgrade and notice that the grading is not to the specified slope. What are the potential consequences of this issue? a. Delays in the construction schedule b. Increased construction costs c. Poor road performance d. All of the above: d. All of the above
  3. What should be inspected before placing asphalt? A) The application of tack coats B) The delivery, placement, compaction, and finishing of asphalt C) Preplacement inspection, including grade control, equipment pre-checks, and paving plan review D) The requirements for materials sampling for testing: C) Preplacement inspection, including grade control, equipment pre-checks, and paving plan review
  4. What is the purpose of a tack coat? A) To provide a smooth surface for the final layer of asphalt B) To promote bonding between two layers of hot mix asphalt C) To prevent the asphalt from cracking D) To protect the asphalt from water damage: B) To promote bonding between two layers of hot mix asphalt
  5. How is the yield of asphalt calculated? A) By dividing the volume of the mix by the weight of the hot mix asphalt

B) By dividing the weight of the hot mix asphalt by the volume of the mix C) By dividing the weight of the aggregate by the volume of the mix D) By dividing the volume of the mix by the weight of the aggregate: B) By dividing the weight of the hot mix asphalt by the volume of the mix

  1. What are some properties of asphalt mixes that should be visually identified? A) The gradation of the aggregate, the binder content, and the overall appear- ance of the mix B) The strength of the mix, the temperature of the mix, and the moisture content of the mix C) The compaction of the mix, the curing time of the mix, and the durability of the mix D) The color of the mix, the texture of the mix, and the smell of the mix: A) The gradation of the aggregate, the binder content, and the overall appearance of the mix
  2. What is the purpose of materials sampling for testing in asphalt pavement construction? A) To verify that the asphalt mix meets the specified requirements for the project B) To determine the strength of the mix C) To calculate the yield of the asphalt D) To ensure that the asphalt is properly compacted: A) To verify that the asphalt mix meets the specified requirements for the project
  3. What should be inspected after placing asphalt? A) The delivery, placement, compaction, and finishing of asphalt B) The application of tack coats C) The requirements for materials sampling for testing D) All of the above: D) All of the above
  4. When is a tack coat typically applied? A) Before the first layer of hot mix asphalt is placed B) After the first layer of hot mix asphalt is placed C) Before the final layer of hot mix asphalt is placed
  1. How is the binder content of an asphalt mix typically determined? A) By measuring the weight of the binder in the mix B) By measuring the volume of the binder in the mix C) By measuring the strength of the binder D) By measuring the temperature of the binder: A) By measuring the weight of the binder in the mix
  2. What are the benefits of warm mix asphalt compared to hot mix asphalt? A) It has a lower mixing and compaction temperature, which reduces energy consumption and emissions B) It has a higher mixing and compaction temperature, which increases the strength of the mix C) It has a higher binder content, which increases the durability of the mix D) It has a lower binder content, which reduces the cost of the mix: A) It has a lower mixing and compaction temperature, which reduces energy consumption and emissions
  3. What are the factors that can affect the compaction of an asphalt mix? A) The temperature of the mix, the binder content of the mix, and the moisture content of the mix B) The gradation of the aggregate, the strength of the mix, and the curing time of the mix C) The color of the mix, the texture of the mix, and the smell of the mix D) The compaction of the mix, the curing time of the mix, and the durability of the mix: A) The temperature of the mix, the binder content of the mix, and the moisture content of the mix
  4. What is the purpose of a paving plan? A) To specify the materials and procedures to be used in the construction of the asphalt pavement B) To provide a detailed drawing of the finished asphalt pavement C) To outline the schedule for the construction of the asphalt pavement D) All of the above: D) All of the above
  5. What is the primary purpose of a tack coat?

A) To provide a smooth surface for the final layer of asphalt B) To promote bonding between two layers of hot mix asphalt C) To prevent the asphalt from cracking D) To protect the asphalt from water damage: B) To promote bonding between two layers of hot mix asphalt

  1. What are some factors that can affect the compaction of an asphalt mix? A) The temperature of the mix, the binder content of the mix, and the moisture content of the mix B) The gradation of the aggregate, the strength of the mix, and the curing time of the mix C) The color of the mix, the texture of the mix, and the smell of the mix D) The compaction of the mix, the curing time of the mix, and the durability of the mix: A) The temperature of the mix, the binder content of the mix, and the moisture content of the mix
  2. How is the binder content of an asphalt mix typically determined? A) By measuring the weight of the binder in the mix B) By measuring the volume of the binder in the mix C) By measuring the strength of the binder D) By measuring the temperature of the binder: A) By measuring the weight of the binder in the mix
  3. What is the importance of equipment pre-checks before placing asphalt? A) To ensure that the equipment is in good working condition B) To ensure that the equipment is properly calibrated C) To ensure that the equipment is being used correctly D) All of the above: D) All of the above
  4. What is the primary function of load-transfer assemblies in concrete pave- ment construction? a) To transfer loads across joints in the pavement b) To reinforce the pavement structure

d) To provide a smooth surface finish: c) To control cracking in the pavement and prevent water from penetrating the pavement structure

  1. What is the maximum aggregate size that can be used in concrete pavement construction? a) 3/4 inch b) 1 inch c) 1 1/2 inches d) 2 inches: c) 1 1/2 inches
  2. How soon after concrete pavement is placed should joint sawing begin? a) Within 1 hour b) Within 2 hours c) Within 4 hours d) Within 6 hours: c) Within 4 hours
  3. What is the minimum curing period for concrete pavements before sawing joints? a) 24 hours b) 48 hours c) 72 hours d) 96 hours: b) 48 hours
  4. What is the minimum thickness for concrete pavement slabs? a) 4 inches b) 6 inches c) 8 inches d) 10 inches: b) 6 inches
  5. How often should the surface of concrete pavement be checked for proper curing? a) Once per day b) Once per week

c) Once per month d) Once per year: a) Once per day

  1. How should reinforcing steel be placed in concrete pavements? a) At the top of the slab b) In the middle of the slab c) At the bottom of the slab d) Intermittently throughout the slab: c) At the bottom of the slab
  2. What is the maximum allowable temperature difference between the center and the surface of the concrete pavement during placement? a) 20°F b) 25°F c) 30°F d) 35°F: b) 25°F
  3. What is the minimum time that concrete pavement must be protected from freezing after placement? a) 24 hours b) 48 hours c) 72 hours d) 7 days: d) 7 days
  4. What is the minimum thickness for concrete pavement overlays? a) 2 inches b) 3 inches c) 4 inches d) 5 inches: b) 3 inches
  5. What is the minimum curing period for concrete pavements before opening to traffic? a) 7 days b) 14 days

c) Within 2 hours d) Within 3 hours: b) Within 1 hour

  1. What is the maximum allowable temperature difference between the center and the surface of the concrete pavement during curing? a) 20°F b) 25°F c) 30°F d) 35°F: c) 30°F
  2. What is the minimum slump of concrete used in pavement construction? a) 2 inches b) 3 inches c) 4 inches d) 5 inches: b) 3 inches
  3. What is the maximum allowable deviation from the specified profile for a finished concrete pavement surface? a) 1/4 inch b) 1/2 inch c) 3/4 inch d) 1 inch: a) 1/4 inch
  4. What is the maximum allowable temperature difference between the center and the surface of the concrete pavement during finishing? a) 20°F b) 25°F c) 30°F d) 35°F: b) 25°F
  5. What is the first step in inspecting precast box culverts? A. Inspecting the forms and reinforcing steel B. Inspecting the bedding and installation of footings

C. Inspecting the delivery and method of placement of concrete D. Inspecting delivered precast box culverts: D. Inspecting delivered precast box culverts

  1. What is the purpose of inspecting bedding and installation of footings and basic driven piles? A. To ensure the proper placement of forms and reinforcing steel B. To ensure the structural components are cast-in-place C. To ensure that they are properly installed D. To calculate pay weight: C. To ensure that they are properly installed
  2. What is the primary function of forms and reinforcing steel for structures? A. To ensure the proper placement of bedding and installation of footings and basic driven piles B. To ensure the structural components are cast-in-place C. To give the structure its shape and provide strength D. To calculate pay weight: C. To give the structure its shape and provide strength
  3. What is the primary function of inspecting delivery and method of placement of concrete for structures? A. To ensure the proper placement of forms and reinforcing steel B. To ensure the structural components are cast-in-place C. To ensure the concrete meets testing and certification requirements D. To ensure the proper delivery and placement method of concrete: D. To ensure the proper delivery and placement method of concrete
  4. What is the primary function of inspecting cast-in-place structural compo- nents? A. To ensure the proper placement of forms and reinforcing steel B. To ensure the structural components are properly cast C. To ensure the concrete meets testing and certification requirements D. To ensure the proper delivery and placement method of concrete: B. To ensure the structural components are properly cast

B. By inspecting the bedding and installation of footings and basic driven piles C. By measuring the weight of the concrete used in the structure D. By measuring the structure's dimensions: C. By measuring the weight of the concrete used in the structure

  1. How often should the placement of concrete for structures be inspected? A. Upon delivery B. After installation C. Once a week D. During the placement process: D. During the placement process
  2. What is the primary function of verifying that concrete for structures meets testing and certification requirements? A. To ensure the structural components are properly cast B. To ensure the concrete has the required strength and durability C. To ensure the forms and reinforcing steel are placed correctly D. To ensure the proper delivery and placement method of concrete: B. To ensure the concrete has the required strength and durability
  3. How often should the testing and certification of concrete for structures be performed? A. Upon delivery B. After installation C. Once a month D. Before and after placement: D. Before and after placement
  4. What is the primary function of inspecting precast box culverts? A. To ensure proper delivery B. To ensure proper installation C. To ensure proper curing D. To ensure proper delivery and proper quality of precast box culverts: D. To ensure proper delivery and proper quality of precast box culverts
  1. What is the primary function of inspecting footings and basic driven piles? A. To ensure proper delivery B. To ensure proper installation C. To ensure proper curing D. To ensure proper delivery and proper quality of precast box culverts: B. To ensure proper installation
  2. What is the primary function of inspecting forms and reinforcing steel? A. To ensure proper delivery B. To ensure proper installation C. To ensure proper placement and proper quality D. To ensure proper delivery and proper quality of precast box culverts: C. To ensure proper placement and proper quality
  3. What is the primary function of verifying that concrete meets testing and certification requirements? A. To ensure proper delivery B. To ensure proper installation C. To ensure proper curing D. To ensure proper quality and compliance with standards: D. To ensure proper quality and compliance with standards
  4. What is the primary function of inspecting cast-in-place structural compo- nents? A. To ensure proper delivery B. To ensure proper installation C. To ensure proper curing D. To ensure proper casting and proper quality of cast-in-place structural com- ponents: D. To ensure proper casting and proper quality of cast-in-place structural components
  5. What type of testing should be performed on concrete for structures to ensure it meets certification requirements? A. Compression testing