Marichu

126問 • 2年前

問題一覧

14. If a project is started more than 8 months after the bidding. the contractor is entitled to claim for.

Price adjustment

13. After the final inspection of a reported 100% accomplished project, before a certificate of final inspection is issued, which of the following should be conducted in the field:

Exit Conference

12. In an inspection report, aside from the findings, which is the most important item to be included?

recommendation of possible actions to be undertaken

11. A logbook contains the following data with the exception of:

survey data

43. The flexural strength of concrete is considered satisfactory when the average strength of al sets of 3 consecutive strength of all sets of 3 consecutive strength test results equal or exceed the specified strength and when no individual strength test result is deficient by more than:

15 % of 550 psi

42. For a compacted pavement, what does the stability value in the Marshall test measure?

resistance to displacement

40. If the type of soil in ltem 200 material is non-plastic, what Atterberg limit test can be performed.

Liquid limit

46. Which of the folowing project documents attests that the materials incorporated into the project works corresponds to the quantity accomplished and confom with specifications?

Certificate of Quality Control Assurance

45. Concrete in the area represented by the cores will be considered adequate if their raverage strength is equal to:

at least 85% of and no single core is less than 75% of f c

44. To attain a unifom consistency of concrete during the pouring operation of a concrete pavement, the slump should not be more than.

40 mm (1 inches)

24. Who recommends actions to resolve problems during field implementation of a project?

Resident Engineer

23. Who gives orders to equipment operators, labor foremen and supply controllers in the work operations at the project site?

Contractor"s Engineer

22. In PERT/CPM networking. the process of compressing the duration of a project is called:

Crashing

21. Which of the following need not be resorted to when compressing the duration of a project?

Use of additional materials

20. In the calculation of total project duration in an infrastructure project (equipment oriented). which of the following is the most important consideration?

Climate condition in the area

79. What is the permitted variation from the design thickness of a layer of aggregate base course?

土 10mm

80. What is the permitted variation from the design thickness of a layer of aggregate subbase course?

± 20 mm

82. What is the accepted proportion mixture of cement to be added to the soil aggregate (dry soil) in a Portland Cement Stabilized Road Mix Base Course (Item 204)?

6 to 10 mass percent

25. Who supervises the work and tests employed in project implementation?

Project Engineer

27. In the DPWH Standard Specifications, what is the Item no. of Embankment?

104

28. What is Item 405 in the DPWH Standard Specifications?

Structural concrete

75. The inside face of a pothole, aside from squaring, must be made vertical before patching using cold or hot mix asphalt in order to:

ensure bond between the new mix and old surface

76. What is the minimum allowable/required atmospheric temperature in the application of Item 305 bituminous material?

15°C

77. Concrete mix not placed within______minutes from the time ingredients were charged into the mixing drum or has developed initial set, should not be used.

100. To avoid hitting a waterfall, realignment of the route must be done. Being a new road that will pass through loose or heterogeneous strata, auger borings should be made on the proposed alignment at an average interval of:

250 m

32. To protect portland cement concrete pavement against rain before it has sufficiently hardened, the contractor should be required to have at all times any of the following materials with the exception of:

plastic water stops

33. The minimum flexural strength requirement of concrete for Item 311 (Portland Cement Concrete Pavement) is:

550 psi

1. What are the three (3) essential parts for job preparation?

Planning, Scheduling, Coordinating

2. "The effective, efficient, economical leadership of people and the utilization of financials, materials, time, and space to achieve maintenance predetermined objectives,"

Maintenance Management

3. Ensuring that physical assets continue to do what their intended users want them to do, this is a function of keeping physical assets in or restoring them to serviceable condition.

Maintenance

4. A source of potential HARM

Hazard

5. Which among these is not included in the "5 Goals of Total Productive Maintenance"?

All of these are goals of TPM

13. The reliability of an assembly depends on the reliability of its individual parts and is always

less than the least reliable part

14. Which of the following is not a benefit of Total Productive Maintenance?

reduced return on investment

15. Asset life cycle is defined as the time interval that commences with the ____________________ and terminates with the decommissioning of the asset or any liabilities thereafter.

identification of the need for an asset

16. The following are purposes of maintenance planning except one. Which one is it?

Failure correction

17. All the PROPERTY of a PERSON OR COMPANY which may be made liable for his or their DEBTS.

Asset

18. The guidelines in the transfer or movement of service vehicles are provided in D.0. 117, Series of 1996. According to the Department Order, the ____________ shall approve the transfer of service vehicles from office to office.

Director, BOE

02. What is the simplest type of superstructure of a concrete bridge with a limited span of 8 meters?

Reinforced Concrete Slab

03. Which of these is not classified as a type of caisson foundation?

Hydraulic caisson

04. Which of the following documents is not necessary at the project site?

Feasibility study

05. An asphalt cement can be a good bituminous binder material for item

310

06. The following reasons may cause the granting of contract time extension with the exception of one:

Causes of which government is not directly responsible

07. What is the allowable variance from the original unit price, so that a contract will be entitled to contract price escalation?

More than 5 %

08. The government may rescind the contract work if there is:

Undue delay attributable solely to the contractor

09. From the time of project was hid to the issuance of notice to proceed, how many calendar days is required for a project to be entitled to contract priced adjustment?

120

11.Which of the folowing is not considered a Variation Order?

Resume order

12. A project with delays due to reasons beyond the control of the contractor may be granted a time extension if the affected works, as shown in the PERT/CPM diagram, are:

Critical activities

18. What is the accepted proportion mixture of lime to be added to the soil aggregate (dry soil), in a Lime stabilized road mix base course (item 203)?

3 to 12 mass percent

19. Sub- grade soil is well compacted under the controlled condition of:

Optimum moisture content and maximum dry density

20. The rate of application of seal coat using cutback asphalt is

1.5 - 3.O li./sq.m.

21. Defective works in a project should be brought to the attention of the contractor by the Project Inspector thru:

Site instruction

22. How much percentage is withheld on the general items until the final acceptance of the project?

30%

23. Which of the following is not a construction safety procedure?

Operators and mechanics must be required to log in when operating equipment

24. Which of the following is not a cause of delay in project implementation?

Rainy month pre-determined in the area

25. The bar chart is also called a:

Gantt chart

26. Who assists the Project engineer in the overall direction and supervision of field operations?

Project inspector

28. A project with delays due to reasons beyond the control of the contractor may be granted a time extension if the affected works, as shown in the PERT/CPM diagram, are:

Critical activities

30. A variation order may be in the form of extra work order or change order. What is the maximum allowable percentage of the change order?

10%

31. Whose engineering judgement will prevail in the overall field implementation of a project?

Project Engineer

32. What is the single vertical datum to which elevation for all infrastructure projects should be referred to?

Mean sea level

36. What is item 506 in the DPWH structural specifications?

Stone masonry

38. What is the minimum cement content (40 kg/bag) per cubic meter of class B concrete?

8 bags

40. Clay can be distinguished from silt by performing:

Plastic limit test

41. The Atterberg limit tests are performed on the soil fraction passing sieve no.:

44. Before an asphalt pavement or asphalt surface treatment is placed on a granular base, what liquid asphalt is applied?

Prime coat

45. What formula is used in computing price escalation?

Parametric formula

49. For reference in the preparation of catch-up plans the following are the prevailing weather conditions in the Philippines with the exception of:

Dry and rainy is equally distributed throughout the year

51. If a contractor continues to disregard agreed project plans and specifications, what recommendation should you prepare?

Rescission of contract

50. The catch úp schedule reflects:

Accomplishment-duration relationship

52. Excavation of indurated rocks can be undertaken by:

Ripper

53. You are assigned as a new Project Engineer on an almost completed spillway project and you found out per field survey that the spillway elevation is lower by one meter. What should you do?

Install corresponding ogee

55. Dams are hydraulic structures constructed to:

Retard flood run off and minimize effect of flash floods

56. Which of the following complements as regulating flood control structure:

Weir or control gate

58. Before actual construction of a dam is started, which of the following should be secured first?

Installation of safety requirements

59. If the void ratio of a soil is 1, the porosity (n) is equal to:

50%

60. Who prepares daily reports on work accomplishment for review of the Project Engineer?

Resident engineer

62. Unless otherwise indicated in the plans, mortar for masonry walls should be composed of (one) part Portland Cement and:

2 parts fine aggregates by volume

67. Which of the following modifies specific work items relative to increases/decreases in the quantities provided for in the original contract?

Change order

68. An equation where BK (Back) is greater than AH (Ahead) means:

An additive distance

69. In identifying project location intended for asphalt pavement, which of the following criteria is not appropriate to recommend?

Flood-prone road section

71. Measurement of concrete materials for concrete structures shall be by:

Weight

76. What do you call the strengthening of an old existing asphalt or concrete pavement by providing additional adequate thickness over it?

Overlaying

78. The time elapsed from the time water is added to the concrete mix and transported by a truck mixer up to the time said mix is deposited in place at the site should not exceed:

45 mins.

79. Before placing concrete, the base of a roadway for concreting should be kept in moist condition and saturated with water for at least:

2 hrs.

87. A contractor encountered an equation on the plans. Quite confused, he clarified the term "BK" and "AH" from the Engineer. If you were the Engineer, you would say that:

BK means old survey stationing corrected: AH, new survey stationing

88. In practice, K - Factor used to convert average annual daily traffic to the 30th highest annual hourly volume (DHV) and is defined as:

DHV/ADT

89. The maximum length of ascending gradient which a loaded truck can operate without undue reduction in speed is called:

Critical length of grade for design

90. To find the time flow, it is required to determine the length of channel. This can be done by transforming the drainage area into a rectangle whose two sides are in the proportion of 1:1, 5. The length of the stream is assumed one diagonal of this rectangle plus one-half of the shorter side of the rectangle, which is the:

Square root of the sum of the squares of longer side and W plus half of W

93. Unless otherwise indicated in the plans, mortar for masonry walls should be composed of one part Portland Cement and:

2 parts fine aggregates by volume

97. Which of the following is not a field test in road construction?

California bearing ratio (CBR) test

98. Per program of work, the estimated volume of item 201 materials is 7,500 cubic meter. How many grading and plasticity test are required based on the DPWH minimum testing requirement?

99. Item 201 materials with CBR value of 75% (which is 5% less than the minimum requirements) cạn still be used in the design ofa concrete pavement provided that the following are considered except one:

Increase the thickness requirement of base course

100. Your total approved accomplishment on a project including those to be covered by an extra work is equivalent to 75% BUT ONLY 65% is covered under the approved original contract. Up to what level of progress billing would you allow?

Up to the documented value not more than 65%

101. When the grading test results of the three (3) Stockpile are not in accordance with Item 201 requirements, which of the following is economical to recommend?

Blend the three (3) stockpiles to produce a correct proportion that will meet the specified grading.

107. The maintenance work, under vegetation control, the remaining height grasses and shrubs should be left uncut is:

50mm

108. Concrete class A mix used and deposited in water for footing constructing shall maintain a slump between:

10 and 20 cm

111. What is the required minimum weight of the gravity hammer used in pile driving?

2000 kg

112. What is the maximum allowable variation at the butt end of a pile in any direction from its location shown in the approved plans?

75 mm

100

113. What is the allowable minimum penetration of piles in firm material?

3.0 m

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問題一覧

14. If a project is started more than 8 months after the bidding. the contractor is entitled to claim for.

Price adjustment

13. After the final inspection of a reported 100% accomplished project, before a certificate of final inspection is issued, which of the following should be conducted in the field:

Exit Conference

12. In an inspection report, aside from the findings, which is the most important item to be included?

recommendation of possible actions to be undertaken

11. A logbook contains the following data with the exception of:

survey data

15 % of 550 psi

42. For a compacted pavement, what does the stability value in the Marshall test measure?

resistance to displacement

40. If the type of soil in ltem 200 material is non-plastic, what Atterberg limit test can be performed.

Liquid limit

46. Which of the folowing project documents attests that the materials incorporated into the project works corresponds to the quantity accomplished and confom with specifications?

Certificate of Quality Control Assurance

45. Concrete in the area represented by the cores will be considered adequate if their raverage strength is equal to:

at least 85% of and no single core is less than 75% of f c

44. To attain a unifom consistency of concrete during the pouring operation of a concrete pavement, the slump should not be more than.

40 mm (1 inches)

24. Who recommends actions to resolve problems during field implementation of a project?

Resident Engineer

23. Who gives orders to equipment operators, labor foremen and supply controllers in the work operations at the project site?

Contractor"s Engineer

22. In PERT/CPM networking. the process of compressing the duration of a project is called:

Crashing

21. Which of the following need not be resorted to when compressing the duration of a project?

Use of additional materials

20. In the calculation of total project duration in an infrastructure project (equipment oriented). which of the following is the most important consideration?

Climate condition in the area

79. What is the permitted variation from the design thickness of a layer of aggregate base course?

土 10mm

80. What is the permitted variation from the design thickness of a layer of aggregate subbase course?

± 20 mm

82. What is the accepted proportion mixture of cement to be added to the soil aggregate (dry soil) in a Portland Cement Stabilized Road Mix Base Course (Item 204)?

6 to 10 mass percent

25. Who supervises the work and tests employed in project implementation?

Project Engineer

27. In the DPWH Standard Specifications, what is the Item no. of Embankment?

104

28. What is Item 405 in the DPWH Standard Specifications?

Structural concrete

75. The inside face of a pothole, aside from squaring, must be made vertical before patching using cold or hot mix asphalt in order to:

ensure bond between the new mix and old surface

76. What is the minimum allowable/required atmospheric temperature in the application of Item 305 bituminous material?

15°C

77. Concrete mix not placed within______minutes from the time ingredients were charged into the mixing drum or has developed initial set, should not be used.

250 m

plastic water stops

33. The minimum flexural strength requirement of concrete for Item 311 (Portland Cement Concrete Pavement) is:

550 psi

1. What are the three (3) essential parts for job preparation?

Planning, Scheduling, Coordinating

2. "The effective, efficient, economical leadership of people and the utilization of financials, materials, time, and space to achieve maintenance predetermined objectives,"

Maintenance Management

3. Ensuring that physical assets continue to do what their intended users want them to do, this is a function of keeping physical assets in or restoring them to serviceable condition.

Maintenance

4. A source of potential HARM

Hazard

5. Which among these is not included in the "5 Goals of Total Productive Maintenance"?

All of these are goals of TPM

13. The reliability of an assembly depends on the reliability of its individual parts and is always

less than the least reliable part

14. Which of the following is not a benefit of Total Productive Maintenance?

reduced return on investment

15. Asset life cycle is defined as the time interval that commences with the ____________________ and terminates with the decommissioning of the asset or any liabilities thereafter.

identification of the need for an asset

16. The following are purposes of maintenance planning except one. Which one is it?

Failure correction

17. All the PROPERTY of a PERSON OR COMPANY which may be made liable for his or their DEBTS.

Asset

Director, BOE

02. What is the simplest type of superstructure of a concrete bridge with a limited span of 8 meters?

Reinforced Concrete Slab

03. Which of these is not classified as a type of caisson foundation?

Hydraulic caisson

04. Which of the following documents is not necessary at the project site?

Feasibility study

05. An asphalt cement can be a good bituminous binder material for item

310

06. The following reasons may cause the granting of contract time extension with the exception of one:

Causes of which government is not directly responsible

07. What is the allowable variance from the original unit price, so that a contract will be entitled to contract price escalation?

More than 5 %

08. The government may rescind the contract work if there is:

Undue delay attributable solely to the contractor

09. From the time of project was hid to the issuance of notice to proceed, how many calendar days is required for a project to be entitled to contract priced adjustment?

120

11.Which of the folowing is not considered a Variation Order?

Resume order

12. A project with delays due to reasons beyond the control of the contractor may be granted a time extension if the affected works, as shown in the PERT/CPM diagram, are:

Critical activities

18. What is the accepted proportion mixture of lime to be added to the soil aggregate (dry soil), in a Lime stabilized road mix base course (item 203)?

3 to 12 mass percent

19. Sub- grade soil is well compacted under the controlled condition of:

Optimum moisture content and maximum dry density

20. The rate of application of seal coat using cutback asphalt is

1.5 - 3.O li./sq.m.

21. Defective works in a project should be brought to the attention of the contractor by the Project Inspector thru:

Site instruction

22. How much percentage is withheld on the general items until the final acceptance of the project?

30%

23. Which of the following is not a construction safety procedure?

Operators and mechanics must be required to log in when operating equipment

24. Which of the following is not a cause of delay in project implementation?

Rainy month pre-determined in the area

25. The bar chart is also called a:

Gantt chart

26. Who assists the Project engineer in the overall direction and supervision of field operations?

Project inspector

28. A project with delays due to reasons beyond the control of the contractor may be granted a time extension if the affected works, as shown in the PERT/CPM diagram, are:

Critical activities

30. A variation order may be in the form of extra work order or change order. What is the maximum allowable percentage of the change order?

10%

31. Whose engineering judgement will prevail in the overall field implementation of a project?

Project Engineer

32. What is the single vertical datum to which elevation for all infrastructure projects should be referred to?

Mean sea level

36. What is item 506 in the DPWH structural specifications?

Stone masonry

38. What is the minimum cement content (40 kg/bag) per cubic meter of class B concrete?

8 bags

40. Clay can be distinguished from silt by performing:

Plastic limit test

41. The Atterberg limit tests are performed on the soil fraction passing sieve no.:

44. Before an asphalt pavement or asphalt surface treatment is placed on a granular base, what liquid asphalt is applied?

Prime coat

45. What formula is used in computing price escalation?

Parametric formula

49. For reference in the preparation of catch-up plans the following are the prevailing weather conditions in the Philippines with the exception of:

Dry and rainy is equally distributed throughout the year

51. If a contractor continues to disregard agreed project plans and specifications, what recommendation should you prepare?

Rescission of contract

50. The catch úp schedule reflects:

Accomplishment-duration relationship

52. Excavation of indurated rocks can be undertaken by:

Ripper

53. You are assigned as a new Project Engineer on an almost completed spillway project and you found out per field survey that the spillway elevation is lower by one meter. What should you do?

Install corresponding ogee

55. Dams are hydraulic structures constructed to:

Retard flood run off and minimize effect of flash floods

56. Which of the following complements as regulating flood control structure:

Weir or control gate

58. Before actual construction of a dam is started, which of the following should be secured first?

Installation of safety requirements

59. If the void ratio of a soil is 1, the porosity (n) is equal to:

50%

60. Who prepares daily reports on work accomplishment for review of the Project Engineer?

Resident engineer

62. Unless otherwise indicated in the plans, mortar for masonry walls should be composed of (one) part Portland Cement and:

2 parts fine aggregates by volume

67. Which of the following modifies specific work items relative to increases/decreases in the quantities provided for in the original contract?

Change order

68. An equation where BK (Back) is greater than AH (Ahead) means:

An additive distance

69. In identifying project location intended for asphalt pavement, which of the following criteria is not appropriate to recommend?

Flood-prone road section

71. Measurement of concrete materials for concrete structures shall be by:

Weight

76. What do you call the strengthening of an old existing asphalt or concrete pavement by providing additional adequate thickness over it?

Overlaying

78. The time elapsed from the time water is added to the concrete mix and transported by a truck mixer up to the time said mix is deposited in place at the site should not exceed:

45 mins.

79. Before placing concrete, the base of a roadway for concreting should be kept in moist condition and saturated with water for at least:

2 hrs.

87. A contractor encountered an equation on the plans. Quite confused, he clarified the term "BK" and "AH" from the Engineer. If you were the Engineer, you would say that:

BK means old survey stationing corrected: AH, new survey stationing

88. In practice, K - Factor used to convert average annual daily traffic to the 30th highest annual hourly volume (DHV) and is defined as:

DHV/ADT

89. The maximum length of ascending gradient which a loaded truck can operate without undue reduction in speed is called:

Critical length of grade for design

Square root of the sum of the squares of longer side and W plus half of W

93. Unless otherwise indicated in the plans, mortar for masonry walls should be composed of one part Portland Cement and:

2 parts fine aggregates by volume

97. Which of the following is not a field test in road construction?

California bearing ratio (CBR) test

98. Per program of work, the estimated volume of item 201 materials is 7,500 cubic meter. How many grading and plasticity test are required based on the DPWH minimum testing requirement?

Increase the thickness requirement of base course

Up to the documented value not more than 65%

101. When the grading test results of the three (3) Stockpile are not in accordance with Item 201 requirements, which of the following is economical to recommend?

Blend the three (3) stockpiles to produce a correct proportion that will meet the specified grading.

107. The maintenance work, under vegetation control, the remaining height grasses and shrubs should be left uncut is:

50mm

108. Concrete class A mix used and deposited in water for footing constructing shall maintain a slump between:

10 and 20 cm

111. What is the required minimum weight of the gravity hammer used in pile driving?

2000 kg

112. What is the maximum allowable variation at the butt end of a pile in any direction from its location shown in the approved plans?

75 mm

100

113. What is the allowable minimum penetration of piles in firm material?

3.0 m