Materials Engineer Reviewer Part 1 - 4 with answer reference

preview_player
Показать описание
Materials Engineer Reviewer Part 1-4 with answer reference.

1. What is the test frequency for concrete compressive and flexural strength?
a) 1 set per 75 m3
b) 2 set per 85 m3
c) 1 set per 50 m3
d) 2 set per 75 m3

2. How many set of concrete beam specimen are you going to prepare for 800 m3 of concrete mix?
a) 5
b) 7
c) 9
d) 11

3. Concrete specimen molded in a 6" Ø x 12" cylinder should be rodded _______ times per layer.
a) 25
b) 56
c) 63
d) 10

4. Concrete specimen molded in a 6" x 6" x 21" beam should be rodded _______ times per layer.
a) 26
b) 25
c) 63
d) 62

5. Max temperature of fresh concrete
a) 32 oC
b) 31 oC
c) 30 oC
d) 29 oC

6. Immersion depth of thermometer when getting fresh concrete temperature
a) 1”
b) 2.5”
c) 3”
d) 2”

7. Use to monitor the consistency of unhardened concrete.
a) Unit weight
b) Grading
c) Slump test
d) Abrasion

8. How many strokes per layer is applied on slump test?
a) 20
b) 22
c) 23
d) 25

9. What is the approximate depth of the first layer on slump test?
a) 67 mm
b) 75 mm
c) 100 mm
d) 150 mm

10. What is the approximate depth of the first plus second layer on slump test?
a) 200 mm
b) 175 mm
c) 155 mm
d) 130 mm

11. Water Curing temperature for concrete samples.
a) 23± 2 oC
b) 22± 3 oC
c) 21± 2 oC
d) 20± 3 oC

12. Condition of concrete during compression test.
a) Dry
b) Moist
c) Wet
d) Any of the above

13. Specimen test at 28 days shall be broken within the permissible time tolerance of _____.
a) 8 h
b) 12 h
c) 20 h
d) 24 h

14. Criteria for Acceptance of concrete.
a) Average of all set of 3 exceeds specified strength and no individual strength deficient by 25%
b) Average of all set of 3 exceeds specified strength and no individual strength deficient by 20%
c) Average of all set of 3 exceeds specified strength and no individual strength deficient by 15%
d) Average of all set of 3 exceeds specified strength and no individual strength deficient by 10%

15. Concrete deemed to be not acceptable using compressive strength criteria may be rejected unless the contractor can provide evidence by means of coring. Concrete represented by cores will be considered if:
a) Average strength of cores is equal to at least 85% and no single core is less than 75% f’c.
b) Average strength of cores is equal to at least 95% and no single core is less than 90% f’c.
c) Average strength of cores is equal to at least 90% and no single core is less than 85% f’c.
d) Average strength of cores is equal to at least 85% and no single core is less than 70% f’c.

16. Truck mixer mixing speed shall be within ___.
a) 4 – 6 rpm
b) 3 – 6 rpm
c) 2 – 6 rpm
d) 3 – 5 rpm

17. Maximum drop height of placing concrete mixture shall be ___?
a) 1 m
b) 1.5 m
c) 2 m
d) 3 m

18. Pre-stressed concrete requires the use of Class ____ concrete.
a) C
b) P
c) B
d) A

19. What is the minimum cement content per m3 on a class C concrete?
a) 9
b) 9.1
c) 9.5
d) 8

20. The boundary between sand and gravel is ______.
a) 4.750 mm (#4)
b) 2.00 mm (#10)
c) 0.075 mm (#200
d) 0.425 mm (#40)

21. Concrete not place within ____ minutes from the time the ingredients were charged into the mixing drum shall not be use.
a) 120 minutes
b) 150 minutes
c) 60 minutes
d) 90 minutes

22. For sampling sand from stock pile, what is the size of tube to be inserted in the pile at random location?
a) 30 mm dia., 2 m long
b) 25 mm dia., 2 m long
c) 37 mm dia., 2 m long
d) 45 mm dia., 2 m long

23. What is the unit weight of steel?
a) 7,900 kg/m3
b) 7,800 kg/m3
c) 7,850 kg/m3
d) 8,000 kg/m3

24. What is the unit mass of a 10 mm diameter RSB?
a) 0.628 kg
b) 0.617 kg
c) 0.820 kg
d) 0.817 kg

25. What is the nominal weight of 16mm diameter x 6 m length RSB?
a) 9.468 kg
b) 9.909 kg
c) 9.280 kg
d) 9.017 kg

ANSWERS
1. A
2. D
3. A
4. C
5. A
6. C
7. C
8. D
9. A
10. C
11. A
12. B
13. C
14. C
15. A
16. A
17. B
18. B
19. C
20. A
21. D
22. A
23. C
24. B
25. A
Рекомендации по теме
Комментарии
Автор

Hi to all ME aspirants. There is a free Materials Engineer Reviewer app on Google play store by Ash-Tech Dev for exciting review practice.
Disclaimer: I am not the owner of the app. Verify answer with latest reference if you have doubt.

engineeringcivilintegrity
Автор

Sir no.80
Dba ang formula is w
W asphalt/ (wasphalt+w aggregates)

sidracho
Автор

Ganito sana lahat ng mga reviewers may standard reference hindi direct sa mga reviewers ang sagot.

kesodebola
Автор

Hi, thank you for this review. How can I get pdf files of your reference?

christiansalvador
Автор

Hi Civil Integrity. Thank you so much for this video. I would like to request a PDF copy of this reviewer and DPWH Bluebook. Thanks for the help.

markdavidignacio
Автор

Hello po. Asked ko lang. Basta Licensed CE po ba, ready to take teh Material Engineer ng DPWH?

MatteOWorks
Автор

May I have a PDF copy for this topic? Thank you!

carmelitobongoltouraura
Автор

Hello Sir. Can I also have a pdf for this? Thank you!

robertjulescrisostomo
Автор

Good Day!, Can I ask for a reviewer? Thank You.

belcenaemilyfaithd.
Автор

Hello po, problem 20.

Sieve number 4 po ba or no. 10 ?

sidracho
Автор

Hi civil integrity.. thank you so much for this video. How can i avail a pdf file?

laurianoadolacion
Автор

hi already subscribed! can i have a pdf copy of this?

LynxMeguru
Автор

Thank God, salamat po sa reviewer..
Meron po ba kayung PNS 49:2020 na latest po?

johnlloydtorrevillas
Автор

Sir question no. 75 AASHTO T99 ( item 104 embankment
AASHTO T 180 for item 200, 201

sidracho
Автор

Good day Maam/Sir, can I request a pdf copy? Thank you

gemuelpensotes
Автор

Good day.
How can i avail of the pdf copy?

fidcalading
Автор

Good day, can i request a soft copy of this? Thanks!

harryines
Автор

Hi can I ask a soft copy of this reviewer?

elodienkosi
Автор

Can i have a copy for this reviewer po?

lorrainecantor
Автор

Hi. My I request for the pdf copy of this reviewer. Thanks.

kirbysaez