| 1. | Processes of cement manufacturing is…….? |
| A. | Wet process |
| B. | Dry process |
| C. | Semi-dry process |
| D. | All of above |
| Answer» D. All of above | |
| 2. | After 28 days of curing, cement gains have been found to have hydrated to a depth of only…..u. |
| A. | 2 |
| B. | 3 |
| C. | 4 |
| D. | 6 |
| Answer» C. 4 | |
| 3. | Total…….. % of water by weight of water by weight of cement is required for complete hydration. |
| A. | 40 |
| B. | 38 |
| C. | 42 |
| D. | 50 |
| Answer» B. 38 | |
| 4. | Hydration of cement is due to chemical action of water with |
| A. | Tricalcium silicate and dicalcium silicate |
| B. | Dicalcium silicate and tricalcium aluminate |
| C. | Tricalcium aluminate and tricalcium alumino ferrite |
| D. | All the above. |
| Answer» D. All the above. | |
| 5. | Proper proportioning of concrete, ensures |
| A. | desired strength and workability |
| B. | desired durability |
| C. | water tightness of the structure |
| D. | all the above |
| Answer» D. all the above | |
| 6. | An aggregate is said to be flaky if its least dimension is less than |
| A. | 1/5th of mean dimension |
| B. | 2/5th of mean dimension |
| C. | 3/5th of mean dimension |
| D. | 4/5th of mean dimension |
| Answer» C. 3/5th of mean dimension | |
| 7. | A small quantity of …………. % of gypsum is added to prevent flash-setting of the cement. |
| A. | 1 to 2 |
| B. | 2 to 3 |
| C. | 9 to 10 |
| D. | 10 to 12 |
| Answer» B. 2 to 3 | |
| 8. | Highest oxide composition present in cement is…… |
| A. | Silica |
| B. | Alumina |
| C. | Iron oxides |
| D. | Lime |
| Answer» D. Lime | |
| 9. | First 7 days strength in cement is due to….. Bogue compound. |
| A. | C3S |
| B. | C2S |
| C. | C3A |
| D. | C4AF |
| Answer» A. C3S | |
| 10. | Heat of hydration of C3S at 90 days is ………. cal/g |
| A. | 58 |
| B. | 104 |
| C. | 122 |
| D. | 150 |
| Answer» B. 104 | |
| 11. | …………refers to the gain of strength of a set cement paste. |
| A. | Setting of cement |
| B. | Hardening of cement |
| C. | none |
| D. | all |
| Answer» B. Hardening of cement | |
| 12. | For long time storage ……..cement used. |
| A. | Masonry cement |
| B. | Ordinary |
| C. | Hydrophobic |
| D. | All of above |
| Answer» C. Hydrophobic | |
| 13. | Repair of air-field pavement use…… |
| A. | Air entrained cement |
| B. | Very high Strength cement |
| C. | Rediset Cement |
| D. | All of above |
| Answer» B. Very high Strength cement | |
| 14. | Note more than ……. bags should be kept one above other. |
| A. | 20 |
| B. | 25 |
| C. | 14 |
| D. | Any of above |
| Answer» C. 14 | |
| 15. | For Fineness test ……. micron sieve is use. |
| A. | 100 |
| B. | 80 |
| C. | 60 |
| D. | 90 |
| Answer» D. 90 | |
| 16. | The weight of residue should not exceed ……. for OPC. |
| A. | 10 % |
| B. | 20 % |
| C. | 30% |
| D. | 40% |
| Answer» A. 10 % | |
| 17. | For consistency test vicat plunger having ……. dia and …….. Length is used. |
| A. | 15 mm & 45 mm |
| B. | 10 mm & 50 mm |
| C. | 20 mm & 60mm |
| D. | Any of above |
| Answer» B. 10 mm & 50 mm | |
| 18. | For OPC Value of IST And FST is…… . |
| A. | 30 m & 600 m |
| B. | 50 m & 700 m |
| C. | 20m & 500 m |
| D. | 40m & 800 m |
| Answer» A. 30 m & 600 m | |
| 19. | For compressive strength test of cement ………. water is added. |
| A. | p/3 + 3 |
| B. | p/2 + 3 |
| C. | p/4 + 3 |
| D. | p/5 +3 |
| Answer» C. p/4 + 3 | |
| 20. | Undesirable expansion of some of constituents of cement after setting is known as……… . |
| A. | Soundness |
| B. | unsoundness |
| C. | none |
| D. | all |
| Answer» B. unsoundness | |
| 21. | Density of light weight aggregate concrete is about …….. kg/m3 . |
| A. | 3000 |
| B. | 1500 |
| C. | 1200 |
| D. | 1400 |
| Answer» C. 1200 | |
| 22. | Material between…………… is classified as silt. |
| A. | 002 mm to 0.003 mm |
| B. | 0.08 mm to 1 mm |
| C. | 8 mm to 10 mm |
| D. | 0.06 mm to 0.002 mm |
| Answer» D. 0.06 mm to 0.002 mm | |
| 23. | Angular aggregate having percentage of voids ranging from………. |
| A. | 32 to 33 |
| B. | 35 to 38 |
| C. | 38 to 40 |
| D. | 40 to 45 |
| Answer» C. 38 to 40 | |
| 24. | In crushing value test of aggregate, gradually compressive load of….. Tons is apply. |
| A. | 40 |
| B. | 50 |
| C. | 44 |
| D. | 45 |
| Answer» A. 40 | |
| 25. | Specific gravity of natural aggregate lie between…… |
| A. | 2.5 to 2.6 |
| B. | 2.6 to 2.7 |
| C. | 2.6 to 2.8 |
| D. | 2.8 to 2.9 |
| Answer» C. 2.6 to 2.8 | |
| 26. | Coarse aggregates absorbs…….. % of moisture. |
| A. | 1 to 2 |
| B. | 0.5 to 1 |
| C. | 2 to 4 |
| D. | 2 to 3 |
| Answer» B. 0.5 to 1 | |
| 27. | To control alkali aggregate reaction restricting alkali content in cement below……% |
| A. | 1 |
| B. | 0.1 |
| C. | 0.5 |
| D. | 0.6 |
| Answer» D. 0.6 | |
| 28. | If the actual grading curve is steeper than the specified grading curve, it indicates an excess of ……..particle size. |
| A. | sand |
| B. | coarser |
| C. | medium |
| D. | cement |
| Answer» C. medium | |
| 29. | Fineness modulus of fine sand is…… . |
| A. | 2.2 – 2.6 |
| B. | 2.6 – 2.9 |
| C. | 2.9 – 3.2 |
| D. | 3.2 – 4.2 |
| Answer» A. 2.2 – 2.6 | |
| 30. | Permissible limit organic solids in water is……..mg/l |
| A. | 400 |
| B. | 600 |
| C. | 200 |
| D. | 500 |
| Answer» C. 200 | |
| 31. | Bigger size of aggregate will give higher workability. |
| A. | True |
| B. | False |
| C. | none |
| D. | all |
| Answer» A. True | |
| 32. | To measure workability of concrete in field …………….test is used. |
| A. | Flow test |
| B. | Compacting factor test |
| C. | Slump test |
| D. | All of above |
| Answer» C. Slump test | |
| 33. | Steel tamping rod of 0.6m length and 16 mm diameter is used for tamping of concrete. |
| A. | False |
| B. | True |
| C. | none |
| D. | all |
| Answer» B. True | |
| 34. | Types of slump is….. |
| A. | True slump |
| B. | Shear slump |
| C. | Collapse slump |
| D. | All of above |
| Answer» D. All of above | |
| 35. | 25 to 75 mm workability of concrete, indicate |
| A. | High workability |
| B. | Medium workability |
| C. | Low workability |
| D. | Any of this |
| Answer» C. Low workability | |
| 36. | In very low category of degree of workability determination by compacting factor will be more appropriate. |
| A. | True |
| B. | False |
| C. | none |
| D. | all |
| Answer» A. True | |
| 37. | Compacting factor test should be made for concrete with maximum size of aggregate not exceeding 40 mm. |
| A. | True |
| B. | False |
| C. | none |
| D. | all |
| Answer» A. True | |
| 38. | The value of flow % may range anything from 0 to …. % |
| A. | 200 |
| B. | 250 |
| C. | 210 |
| D. | 150 |
| Answer» D. 150 | |
| 39. | Separating out of the ingredients of concrete mix from concrete is known as……… . |
| A. | Segregation |
| B. | bleeding |
| C. | separation |
| D. | Any of these |
| Answer» A. Segregation | |
| 40. | Water from concrete comes out to the surface of the concrete is known as………. |
| A. | Segregation |
| B. | bleeding |
| C. | separation |
| D. | Any of these |
| Answer» B. bleeding | |
| 41. | Main causes of bleeding : |
| A. | Highly wet mix |
| B. | Badly proportion mix |
| C. | Insufficiently mixed concrete |
| D. | All of this |
| Answer» D. All of this | |
| 42. | The formation of cement paste at the surface is known as laitance. |
| A. | True |
| B. | False |
| C. | none |
| D. | all |
| Answer» A. True | |
| 43. | Workability of concrete is……. to the w/c. |
| A. | proportional |
| B. | inversely proportional |
| C. | none |
| D. | all |
| Answer» A. proportional | |
| 44. | Workability of concrete is …….to the strength of concrete. |
| A. | proportional |
| B. | inversely proportional |
| C. | none |
| D. | all |
| Answer» B. inversely proportional | |
| 45. | Good method for proportioning the materials. |
| A. | Weight batching |
| B. | Volume batching |
| C. | none |
| D. | all |
| Answer» A. Weight batching | |
| 46. | In Volume batching 1 bag cement = |
| A. | 35 lit |
| B. | 40 lit |
| C. | 45 lit |
| D. | 50 lit |
| Answer» A. 35 lit | |
| 47. | In volume batching………. % of bulking is take into account. |
| A. | 30 |
| B. | 40 |
| C. | 20 |
| D. | 10 |
| Answer» C. 20 | |
| 48. | Density of water is 1 kg/liter. |
| A. | True |
| B. | false |
| C. | none |
| D. | all |
| Answer» A. True | |
| 49. | In hand mixing …….. % more cement is added in mix. |
| A. | 30 |
| B. | 40 |
| C. | 20 |
| D. | 10 |
| Answer» D. 10 | |
| 50. | Concrete mixer are generally designed to run at a speed of ……….. Revolution per minute. |
| A. | 40 to 50 |
| B. | 30 to 40 |
| C. | 15 to 20 |
| D. | 20 to 30 |
| Answer» C. 15 to 20 | |
| 51. | For proper mixing about…………. revolution are required. |
| A. | 40 to 50 |
| B. | 30 to 40 |
| C. | 15 to 20 |
| D. | 25 to 30 |
| Answer» D. 25 to 30 | |
| 52. | The process of mixing, transporting, placing and compacting concrete should not take more than ……. min any case. |
| A. | 90 |
| B. | 80 |
| C. | 70 |
| D. | 60 |
| Answer» A. 90 | |
| 53. | Commonly use retarders is…… |
| A. | Calcium sulphate |
| B. | Sugars |
| C. | Cellulose products. |
| D. | All of the above |
| Answer» D. All of the above | |
| 54. | Inert material of a cement concrete mix, is |
| A. | water |
| B. | cement |
| C. | aggregate |
| D. | none of these |
| Answer» C. aggregate | |
| 55. | Placing of concrete should preferably be done at a temperature of |
| A. | 0°C |
| B. | 10°C |
| C. | 20°C |
| D. | 27 ± 2°C |
| Answer» D. 27 ± 2°C | |
| 56. | The aggregate impact value of the aggregate used in |
| A. | building concrete is less than 45 |
| B. | road pavement concrete is less than 30 |
| C. | runway concrete is less than 30 |
| D. | all the above. |
| Answer» D. all the above. | |
| 57. | On a grading curve, the gap grading is represented by |
| A. | a horizontal line |
| B. | a vertical line |
| C. | N.W. inclined line |
| D. | N.E. inclined line |
| Answer» A. a horizontal line | |
| 58. | Bulking of sand is |
| A. | mixing of different sizes of sand particles |
| B. | mixing of lime with sand |
| C. | maximum water with sand |
| D. | swelling of sand when wetted |
| Answer» D. swelling of sand when wetted | |
| 59. | Curing of pavements, floors, roofs and slabs, is done by |
| A. | membrane method |
| B. | ponding method |
| C. | covering surface with bags |
| D. | sprinkling water method |
| Answer» B. ponding method | |
| 60. | Pick up the incorrect statement from the following: |
| A. | With passage of time, the strength of cement increases |
| B. | With passage of time, the strength of cement decreases |
| C. | After a period of 24 months, the strength of cement reduces to 50% |
| D. | The concrete made with storage deteriorated cement, gains strength with time |
| Answer» A. With passage of time, the strength of cement increases | |
| 61. | The surface where two successive placements of concrete meet, is known as |
| A. | Contraction joint |
| B. | Expansion joint |
| C. | Construction joint |
| D. | both (a) and (b) |
| Answer» C. Construction joint | |
| 62. | An excess of flaky particles in concrete aggregates |
| A. | decreases the workability |
| B. | increases the quantity of water and sand |
| C. | affects the durability of concrete |
| D. | all the above |
| Answer» D. all the above | |
| 63. | I.S.I. has specified the full strength of concrete after |
| A. | 7 days |
| B. | 14 days |
| C. | 21 days |
| D. | 28 days |
| Answer» D. 28 days | |
| 64. | The minimum percentage of chemical ingredient of cement is that of |
| A. | magnesium oxide |
| B. | iron oxide |
| C. | alumina |
| D. | lime |
| Answer» A. magnesium oxide | |
| 65. | The specifications of a cement bag for storage, are |
| A. | weight 50 kg |
| B. | height 18 cm |
| C. | plan area 3000 sq. cm |
| D. | all the above |
| Answer» D. all the above | |
| 66. | The bulk density of aggregates, depends upon |
| A. | shape |
| B. | grading |
| C. | compaction |
| D. | all the above. |
| Answer» D. all the above. | |
| 67. | The concrete mix which causes difficulty in obtaining a smooth finish, possess |
| A. | segregation |
| B. | internal friction |
| C. | harshness |
| D. | bleeding |
| Answer» C. harshness | |
| 68. | An aggregate is known as cyclopean aggregate if its size is more than |
| A. | 4.75 mm |
| B. | 30 mm |
| C. | 60 mm |
| D. | 75 mm |
| Answer» D. 75 mm | |
| 69. | The main object of compaction of concrete, is: |
| A. | to eliminate air holes |
| B. | to achieve maximum density |
| C. | to provide intimate contact between the concrete and embedded materials |
| D. | all the above |
| Answer» D. all the above | |
| 70. | Concrete gains strength due to |
| A. | chemical reaction of cement with sand and coarse aggregates |
| B. | evaporation of water from concrete |
| C. | hydration of cement |
| D. | All the above |
| Answer» C. hydration of cement | |
| 71. | If aggregates completely pass through a sieve of size 75 mm and are retained on a sieve of size 60 mm, the particular aggregate will be flaky if its minimum dimension is less than |
| A. | 20.5 mm |
| B. | 30.5 mm |
| C. | 40.5 mm |
| D. | 50.5 mm |
| Answer» C. 40.5 mm | |
| 72. | Log Angles machine is used to test the aggregate for |
| A. | crushing strength |
| B. | impact value |
| C. | abrasion resistance |
| D. | water absorption |
| Answer» C. abrasion resistance | |
| 73. | Pozzolanic properties exist in |
| A. | shales |
| B. | fly ash |
| C. | pumicite |
| D. | all the above |
| Answer» D. all the above | |
| 74. | Workability improved by adding |
| A. | fly ash |
| B. | hydrated lime |
| C. | calcium chloride |
| D. | all the above |
| Answer» D. all the above | |
| 75. | If the various concrete ingredients i.e. cement, sand and aggregates are in the ratio of 1:3:6, the grade of concrete, is |
| A. | M 10 |
| B. | M 15 |
| C. | M 20 |
| D. | M 30 |
| Answer» A. M 10 | |
| 76. | Gypsum is added for |
| A. | colour |
| B. | strength |
| C. | controlling setting time |
| D. | none of these |
| Answer» C. controlling setting time | |
| 77. | Cement used for normal concrete construction, is obtained by burning a mixture of |
| A. | silicious and argillaceous materials |
| B. | argilaceous and calcareous materials |
| C. | silicious and catcareous materials |
| D. | silicious, argillaceous and calcareous materials |
| Answer» D. silicious, argillaceous and calcareous materials | |
| 78. | In slump test, each layer of concrete is compacted by a steel rod 60 cm long and of 16 mm diameter for |
| A. | 20 times |
| B. | 25 times |
| C. | 30 times |
| D. | 40 times |
| Answer» B. 25 times | |
| 79. | Efflorescence in cement is caused due to an excess of |
| A. | alumina |
| B. | iron oxide |
| C. | silica |
| D. | alkalis |
| Answer» D. alkalis | |
| 80. | Slump test of concrete is a measure of its |
| A. | consistency |
| B. | compressive strength |
| C. | tensile strength |
| D. | impact value. |
| Answer» A. consistency | |
| 81. | Pick up the incorrect statement applicable to the field test of good cement. |
| A. | When one thrusts one’s hand into a bag of cement, one should feel warm |
| B. | The colour of the cement is bluish |
| C. | A handful of cement thrown into a bucket of water should sink immediately |
| D. | All the above |
| Answer» D. All the above | |
| 82. | The most useless aggregate is one whose surface texture is |
| A. | smooth |
| B. | granular |
| C. | glassy |
| D. | honey combed and porous |
| Answer» C. glassy | |
| 83. | The top diameter, bottom diameter and the height of a slump mould are : |
| A. | 10 cm, 20 cm, 30 cm |
| B. | 10 cm, 30 cm, 20 cm |
| C. | 20 cm, 10 cm, 30 cm |
| D. | 20 cm, 30 cm, 10 cm |
| Answer» A. 10 cm, 20 cm, 30 cm | |
| 84. | For concreting tunnel linings, transportation of concrete is done by |
| A. | pans |
| B. | wheel borrows |
| C. | containers |
| D. | pumps |
| Answer» D. pumps | |
| 85. | Admixture which cause early setting and hardening of concrete are called … |
| A. | Workability admixtures |
| B. | accelerators |
| C. | retarders |
| D. | air entraining agents |
| Answer» B. accelerators | |
| 86. | As compared to ordinary Portland cement, high alumina cement has |
| A. | higher initial setting time but lower final setting time |
| B. | lower initial setting time but higher final setting time |
| C. | none |
| D. | all |
| Answer» A. higher initial setting time but lower final setting time | |
| 87. | Maximum permissible limit of magnesia content in OPC is… |
| A. | 4 % |
| B. | 6% |
| C. | 8% |
| D. | 10% |
| Answer» B. 6% | |
| 88. | Reduction in the quantity of mixing water which is possible by the use of plasticizers and admixture varies from |
| A. | 1% to 5% |
| B. | 5% to 15% |
| C. | 15% to 25% |
| D. | 25% to 35% |
| Answer» B. 5% to 15% | |
| 89. | Which of the following types of concrete mixture is most commonly used in precast concrete factories? |
| A. | truck mounted mixture |
| B. | pan type mixer |
| C. | dual drum mixture |
| D. | tilting drum mixture |
| Answer» B. pan type mixer | |
| 90. | According to IS : 456-1978 minimum period stipulated for most curing of concrete using ordinary Portland cement is |
| A. | 3 days |
| B. | 7 days |
| C. | 14 days |
| D. | 28 days |
| Answer» B. 7 days | |
| 91. | For reinforced concrete exposed to sulphate attack minimum grade required is |
| A. | M10 |
| B. | M15 |
| C. | M20 |
| D. | M25 |
| Answer» C. M20 | |
| 92. | The deterioration of concrete take place due to. |
| A. | Salt solution |
| B. | Alkalies |
| C. | Fertilizers |
| D. | All of the above |
| Answer» D. All of the above | |
| 93. | Cement content should be such that concrete has sufficient alkalinity (PH value). |
| A. | True |
| B. | False |
| C. | none |
| D. | all |
| Answer» A. True | |
| 94. | For sea water concreting …………. cement shall be used. |
| A. | Portland slag cement |
| B. | Portland pozzolana slag cement |
| C. | Super sulphated cement |
| D. | All of above |
| Answer» D. All of above | |
| 95. | Durability of concrete can be improved by impregnation of …………… in the voids of concrete. |
| A. | polymer |
| B. | cement |
| C. | Lime |
| D. | Soda |
| Answer» A. polymer | |
| 96. | What do you mean by admixtures? |
| A. | Ingredients which are added to in cement before or after concrete mix |
| B. | Ingredients which are added to make aggregates healthier |
| C. | Ingredients added in cement to make it shinier |
| D. | Ingredients added in concrete to make good workability |
| Answer» A. Ingredients which are added to in cement before or after concrete mix | |
| 97. | Super plasticizers reduce water requirement by ___________ %. |
| A. | 12-30 |
| B. | 10-15 |
| C. | 30-42 |
| D. | 48 |
| Answer» A. 12-30 | |
| 98. | Damp proofing is done with a __________ based mixture. |
| A. | Sand |
| B. | Tar |
| C. | Rubber |
| D. | Lead |
| Answer» B. Tar | |
| 99. | What is water proofing admixtures? |
| A. | Water repellent materials |
| B. | Water fair material |
| C. | Water absorption material |
| D. | Water adsorption material |
| Answer» A. Water repellent materials | |
| 100. | Which one is not a chemically active pore filling material? |
| A. | Silicate of soda |
| B. | Aluminium |
| C. | Chalk |
| D. | Zinc |
| Answer» B. Aluminium | |
| 101. | What are plasticizers? |
| A. | Which adds water for workability |
| B. | Which reduces water for workability |
| C. | Which decreases workability at the same water content |
| D. | Which oxidizes water for workability |
| Answer» B. Which reduces water for workability | |
| 102. | What is the amount used of plasticizers in cement by weight? |
| A. | 0 |
| B. | 1-.4% |
| C. | 1% |
| D. | 1-2% |
| Answer» B. 1-.4% | |
| 103. | What is the allowed reduction of water with super plasticizers without reducing workability? |
| A. | 10% |
| B. | 20% |
| C. | 30% |
| D. | 40% |
| Answer» C. 30% | |
| 104. | What is accelerator? |
| A. | Which speed up the initial set of concrete |
| B. | Which delays the initial set of concrete |
| C. | Which speed up the final set of concrete |
| D. | Which delays the final set of concrete |
| Answer» A. Which speed up the initial set of concrete | |
| 105. | What is retender? |
| A. | Which speed up the initial set of concrete |
| B. | Which delays the initial set of concrete |
| C. | Which speed up the final set of concrete |
| D. | Which delays the final set of concrete |
| Answer» B. Which delays the initial set of concrete | |
| 106. | NaOH is the example of retenders. |
| A. | True |
| B. | False |
| C. | none |
| D. | all |
| Answer» B. False | |
| 107. | Pick up the correct statement from the following. |
| A. | Calcium fluosilicates act as a retarders |
| B. | CaCl2 acts as a retarders |
| C. | Gypsum acts as a retarders |
| D. | Gypsum acts as an accelerators |
| Answer» C. Gypsum acts as a retarders | |
| 108. | Retarders used at grouting oil wells, where temperature is about _____________ oC. |
| A. | 100 |
| B. | 150 |
| C. | 200 |
| D. | 250 |
| Answer» C. 200 | |
| 109. | Silica fume is ______________ |
| A. | Less reactive |
| B. | Neutral |
| C. | More reactive |
| D. | Absent in concrete |
| Answer» C. More reactive | |
| 110. | What is the content of SiO2 in fly ash? |
| A. | 30-60% |
| B. | 15-30% |
| C. | Up to 30% |
| D. | 1-7% |
| Answer» A. 30-60% | |
| 111. | Air entrainment in concrete increases ___________ |
| A. | Strength |
| B. | Workability |
| C. | The effect of temp variations |
| D. | The unit weight |
| Answer» B. Workability | |
| 112. | What is curing? |
| A. | Dehydration |
| B. | Hydration |
| C. | Drying |
| D. | Dipping |
| Answer» B. Hydration | |
| 113. | What is the gel/space ratio? |
| A. | Volume of water to the volume of cement |
| B. | Volume of the hydrated cement paste to the sum of volumes of the hydrated cement |
| C. | Volume of the hydrated cement paste to the sum of volumes of the hydrated cement and of the capillary pores |
| D. | Volume of gel to the volume of space present in the concrete |
| Answer» C. Volume of the hydrated cement paste to the sum of volumes of the hydrated cement and of the capillary pores | |
| 114. | Gel/Space ratio = x = Volume of gel / Space available = 0.657 C / 0.319 C+ Wo. Here Wo stands for? |
| A. | Weight of cement in kg |
| B. | Weight of cement in g |
| C. | Volume of gel |
| D. | Volume of mixing water in ml |
| Answer» D. Volume of mixing water in ml | |
| 115. | This strain increases over time due to _________ |
| A. | Creep |
| B. | Elastic modulus |
| C. | Short term modulus of elasticity |
| D. | Long term modulus of elasticity |
| Answer» A. Creep | |
| 116. | If the stress is removed, the specimen shows an instantaneous recovery strain ___ the elastic strain on loading. |
| A. | Higher than |
| B. | Lower than |
| C. | Equal to |
| D. | Much greater than |
| Answer» B. Lower than | |
| 117. | Creep ___ as the age of application of load _____ |
| A. | Increase, increase |
| B. | Increase, decrease |
| C. | Decrease, decrease |
| D. | Decrease, increase |
| Answer» D. Decrease, increase | |
| 118. | Shrinkage is the reduction in the volume of a fresh hardened concrete exposed to ambient temp and humidity. |
| A. | True |
| B. | False |
| C. | none |
| D. | all |
| Answer» A. True | |
| 119. | Durability of concrete is proportional to _________ |
| A. | Sand content |
| B. | Water cement ratio |
| C. | Aggregate ratio |
| D. | Cement aggregate ratio |
| Answer» D. Cement aggregate ratio | |
| 120. | For concrete exposed to a very aggressive environment the w/c should be lower than __________ |
| A. | 1 |
| B. | .5 |
| C. | 4 |
| D. | .8 |
| Answer» C. 4 | |
| 121. | The quality of concrete, specifically a ____________ w/c ratio, is the best protection against sulphate attack. |
| A. | High |
| B. | Medium |
| C. | Low |
| D. | Very low |
| Answer» C. Low | |
| 122. | The continuous strain, which the concrete undergoes due to application of external loads, is called __________ |
| A. | Workability |
| B. | Segregation |
| C. | Bleeding |
| D. | Creep |
| Answer» D. Creep | |
| 123. | Harshness in concrete is due to the excess of _____________ |
| A. | Water |
| B. | Finer particles |
| C. | Middle sized particle |
| D. | Coarser particle |
| Answer» C. Middle sized particle | |
| 124. | __________ has designated the concrete mixes into a number of grades as M10, M15. |
| A. | IS 456-2000 |
| B. | IS 456-2010 |
| C. | IS 513-1999 |
| D. | IS 465-2000 |
| Answer» A. IS 456-2000 | |
| 125. | What is the approx. mix proportion for M10? |
| A. | 1:3:6 |
| B. | 1:2:4 |
| C. | 1:1.5:3 |
| D. | 1:1:2 |
| Answer» A. 1:3:6 | |
| 126. | Quality control helps to ___________ the risks of overdesign that ___________ the overall cost. |
| A. | Maximize, Increase |
| B. | Minimize, Increase |
| C. | Maximize, Decrease |
| D. | Minimize, Decrease |
| Answer» D. Minimize, Decrease | |
| 127. | The cement concrete, from which entrained air and excess water are removed after placing it in position, is called ________ |
| A. | Vacuum concrete |
| B. | LWC |
| C. | Prestressed concrete |
| D. | Sawdust concrete |
| Answer» A. Vacuum concrete | |
| 128. | The light-weight concrete is prepared by ____________ |
| A. | Mixing Portland cement with sawdust in specified proportion in the concrete |
| B. | Using coke-breeze, slag as aggregate in the concrete |
| C. | Mixing Al in the concrete |
| D. | Mixing Fe in the concrete |
| Answer» B. Using coke-breeze, slag as aggregate in the concrete | |
| 129. | Aerated Concrete is ______________ |
| A. | Very heavy weight |
| B. | Heavy weight |
| C. | Medium weight |
| D. | Light weight |
| Answer» D. Light weight | |
| 130. | No fines concrete is manufactured by _____________ |
| A. | By adding no fines materials from normal concrete |
| B. | By eliminating no fines materials from normal concrete |
| C. | By reducing its strength |
| D. | By increasing its strength |
| Answer» B. By eliminating no fines materials from normal concrete | |
| 131. | Density of no fines concrete with light weight aggregate vary from ________ kg/m3. |
| A. | 1600-1900 |
| B. | <300 |
| C. | >2500 |
| D. | >300 |
| Answer» B. <300 | |
| 132. | Diameter of Round Steel Fiber lies in the range of ________ mm. |
| A. | .3-.5 |
| B. | .25-.75 |
| C. | .155-.41 |
| D. | .25-.90 |
| Answer» B. .25-.75 | |
| 133. | Air contents should be _________ % by volume. |
| A. | 1-2 |
| B. | 2-3 |
| C. | 3-4 |
| D. | 4-5 |
| Answer» C. 3-4 | |
| 134. | Which one is not used as air entraining agents? |
| A. | Alumina |
| B. | Natural resins |
| C. | Fats |
| D. | Oil |
| Answer» A. Alumina | |
| 135. | What is wet process? |
| A. | Grinding and mixing of the raw materials in their dry state |
| B. | Grinding and mixing of the raw materials in their medium state |
| C. | Grinding and mixing of the raw materials in their wet state |
| D. | Grinding and mixing of the raw materials in their overheated state |
| Answer» C. Grinding and mixing of the raw materials in their wet state | |
| 136. | Excess in lime causes _______ |
| A. | The cement to shrink and integrate |
| B. | The cement to shrink and disintegrate |
| C. | The cement to expand and integrate |
| D. | The cement to expand and disintegrate |
| Answer» D. The cement to expand and disintegrate | |
| 137. | Silica in excess causes ________ |
| A. | The cement to set slowly |
| B. | The cement to set quickly |
| C. | The cement to expand |
| D. | The cement to disintegrate |
| Answer» A. The cement to set slowly | |
| 138. | Alumina in excess causes _________ |
| A. | Reduces the strength of the cement |
| B. | Increases the strength of the cement |
| C. | none |
| D. | all |
| Answer» A. Reduces the strength of the cement | |
| 139. | Which compound gives the colour to the cement? |
| A. | Lime |
| B. | Silica |
| C. | Iron Oxide |
| D. | Alumina |
| Answer» C. Iron Oxide | |
| 140. | Which cement contains high percentage of C3S and less percentage of C2S? |
| A. | Rapid Hardening Cement |
| B. | Ordinary Portland Cement |
| C. | Quick Setting Cement |
| D. | Low Heat Cement |
| Answer» A. Rapid Hardening Cement | |
| 141. | When concrete is to be laid under water ___________ is to used. |
| A. | Rapid Hardening Cement |
| B. | Ordinary Portland Cement |
| C. | Quick Setting Cement |
| D. | Low Heat Cement |
| Answer» C. Quick Setting Cement | |
| 142. | Which of the following is correct for Low Heat Cement? |
| A. | Suitable for use in cold weather areas |
| B. | Heat of hydration is reduced by tri calcium aluminate content |
| C. | This cement requires longer period of curing |
| D. | This cement contains high aluminate %age usually between 35-55%. |
| Answer» B. Heat of hydration is reduced by tri calcium aluminate content | |
| 143. | Which cement is used in sewage and water treatment plants? |
| A. | Rapid Hardening Cement |
| B. | Low Heat Cement |
| C. | Sulphate Resisting Cement |
| D. | Quick Setting Cement |
| Answer» C. Sulphate Resisting Cement | |
| 144. | Which cement is used for mainly building construction where strength required with age? |
| A. | Rapid Hardening Cement |
| B. | Low Heat Cement |
| C. | Portland Pozzolana Cement |
| D. | Quick Setting Cement |
| Answer» C. Portland Pozzolana Cement | |
| 145. | Which cement is used for artificial marble? |
| A. | Rapid Hardening Cement |
| B. | Sulphate Resisting Cement |
| C. | Coloured Cement |
| D. | Quick Setting Cement |
| Answer» C. Coloured Cement | |
| 146. | Which cement is used to create bond with old concrete surface? |
| A. | Rapid Hardening Cement |
| B. | Expansive Cement |
| C. | Sulphate Resisting Cement |
| D. | Low Heat Cement |
| Answer» B. Expansive Cement | |
| 147. | Which cement is used to store for longer duration in wet climatic conditions? |
| A. | Expansive Cement |
| B. | Ordinary Portland cement |
| C. | Hydrophobic Cement |
| D. | Quick Setting Cement |
| Answer» C. Hydrophobic Cement | |
| 148. | Which cement is used for the construction of water-retaining structure like tanks, reservoirs, retaining walls, swimming pools, dams, bridges, piers etc? |
| A. | Waterproof Portland cement |
| B. | Colored Cement |
| C. | High Alumina Cement |
| D. | Low Heat Cement |
| Answer» A. Waterproof Portland cement | |
| 149. | ____ Cement is used for formwork that can be removed earlier and reused in other areas which save the cost of formwork. |
| A. | Rapid Hardening Cement |
| B. | Colored Cement |
| C. | High Alumina Cement |
| D. | Low Heat Cement |
| Answer» A. Rapid Hardening Cement | |
| 150. | Which cement is mainly used for interior and exterior decorative works? |
| A. | Rapid Hardening Cement |
| B. | Colored Cement |
| C. | High Alumina Cement |
| D. | Low Heat Cement |
| Answer» B. Colored Cement | |
| 151. | Which cement is used for works economic where considerations is predominant? Reservoirs, retaining walls, swimming pools, dams, bridges, piers etc. |
| A. | Waterproof Portland Cement |
| B. | Colored Cement |
| C. | High Alumina Cement |
| D. | Blast Furnace Slag Cement |
| Answer» D. Blast Furnace Slag Cement | |
| 152. | How many times in each layer of concrete rodded in a slump cone? |
| A. | 75 |
| B. | 25 |
| C. | 12 to 15 |
| D. | 35 to 65 |
| Answer» B. 25 | |
| 153. | If L1=Measurement taken after 24 hours of immersion in water at a temp. of 27 ± 20oC and L2=Measurement taken after 3 hours of immersion in water at boiling temperature. Then what is soundness of cement? |
| A. | L1+L2 |
| B. | L1/L2 |
| C. | L1-L2 |
| D. | L1*L2 |
| Answer» C. L1-L2 | |
| 154. | Which of the following option is correct? |
| A. | Standard consistency (%) = (wt of water added/ wt of cement) *100 |
| B. | Standard consistency (%) = (wt of water added- wt of cement) *100 |
| C. | Standard consistency = (wt of water added/ wt of cement) *100 |
| D. | Standard consistency (%) = (wt cement/ wt of water) *100 |
| Answer» A. Standard consistency (%) = (wt of water added/ wt of cement) *100 | |
| 155. | According to geological origin, aggregates is/are classified into __________ types. |
| A. | 1 |
| B. | 2 |
| C. | 3 |
| D. | 4 |
| Answer» B. 2 | |
| 156. | Crushed stone, gravel and ordinary sand are examples of ___________ |
| A. | Lightweight aggregate |
| B. | Normal-weight aggregate |
| C. | Heavy-weight aggregate |
| D. | Both Normal-weight aggregate and Heavy-weight aggregate |
| Answer» B. Normal-weight aggregate | |
| 157. | Which type of aggregate is shown below? |
| A. | Angular aggregate |
| B. | Rounded aggregate |
| C. | Flaky aggregate |
| D. | Irregular or partially aggregate |
| Answer» C. Flaky aggregate | |
| 158. | The rock which is not calcareous, is : |
| A. | lime stone |
| B. | Macl |
| C. | Chalk |
| D. | Laterite |
| Answer» D. Laterite | |
| 159. | The main object of compaction of concrete, is: |
| A. | to eliminate air holes |
| B. | to achieve maximum density |
| C. | to provide initimate contact between the concrete and embedded materials |
| D. | all the above. |
| Answer» D. all the above. | |
| 160. | Grading of aggregates should be continuous for |
| A. | lean |
| B. | rich |
| Answer» A. lean | |
| 161. | The aggregates of |
| A. | irregular |
| B. | angular |
| C. | rounded |
| D. | flaky |
| Answer» B. angular | |
| 162. | Which of the following ingredient of cement when added in excess quantity, causes the cement to set slowly? |
| A. | Lime |
| B. | silica |
| C. | alumina |
| D. | iron oxide |
| Answer» B. silica | |
| 163. | An aggregate having all the pores filled with water but having dry surface is called |
| A. | very dry aggregate |
| B. | dry aggregate |
| C. | saturated surface dry aggregate |
| D. | moist aggregate |
| Answer» C. saturated surface dry aggregate | |
| 164. | The internal friction between the ingredients of concrete is minimised by |
| A. | adopting coarse aggregates |
| B. | using more water |
| C. | reducing the surface area |
| D. | all of these |
| Answer» D. all of these | |
| 165. | The light-weight concrete is prepared by |
| A. | mixing Portland cement with sawdust in specified proportion in the concrete |
| B. | using coke-breeze, cinder or slag as aggregate in the concrete |
| C. | mixing aluminium in the concrete |
| D. | none of tha above |
| Answer» B. using coke-breeze, cinder or slag as aggregate in the concrete | |
| 166. | For compacting plain concrete or one-way reinforced concrete floors, the vibrator used is |
| A. | internal vibrator |
| B. | screed vibrator |
| C. | form vibrator |
| D. | all of these |
| Answer» B. screed vibrator | |
| 167. | The surface moisture of aggregates increases the water-cement ratio in the mix and thus |
| A. | increases |
| B. | decreases |
| Answer» B. decreases | |
| 168. | For compacting large sections of mass concrete in structures, the type of vibrator used is |
| A. | internal vibrator |
| B. | screed vibrator |
| C. | both (a) and (b) |
| D. | either (a) or (b) |
| Answer» A. internal vibrator | |
| 169. | The presence of |
| A. | sodium carbonate and bicarbonate |
| B. | calcium chloride |
| C. | sodium chloride |
| D. | sodium sulphate |
| Answer» A. sodium carbonate and bicarbonate | |
| 170. | The tetra calcium alumino ferrite in cement has |
| A. | good |
| B. | poor |
| Answer» B. poor | |
| 171. | For reinforced concrete, the aggregate used is |
| A. | sand |
| B. | gravel |
| C. | crushed rock |
| D. | all of these |
| Answer» D. all of these | |
| 172. | The lime concrete has |
| A. | less |
| B. | more |
| C. | same |
| Answer» A. less | |
| 173. | The steel mould used for slump test is in the form of a |
| A. | cube |
| B. | cylinder |
| C. | frustrum of a cone |
| D. | none of these |
| Answer» C. frustrum of a cone | |
| 174. | In order to avoid segregation, the concrete should not be thrown from a height. |
| A. | Agree |
| B. | Disagree |
| Answer» A. Agree | |
| 175. | Water cement ratio may be defined as the ratio of |
| A. | volume of water to that of cement in a concrete mix |
| B. | weight of water to that of cement in a concrete mix |
| C. | volume of water to that of concrete in a concrete mix |
| D. | weight of water to that of concrete in a concrete mix |
| Answer» B. weight of water to that of cement in a concrete mix | |
| 176. | Low heat cement contains more lime than ordinary Portland cement. |
| A. | True |
| B. | False |
| Answer» B. False | |
| 177. | For concreting of tunnel lining, the concrete is transported by |
| A. | pumps |
| B. | pans |
| C. | wheel barrows |
| D. | containers |
| Answer» A. pumps | |
| 178. | For the improvement of workability of concrete, the shape of aggregate recommended is |
| A. | irregular |
| B. | angular |
| C. | round |
| D. | flaky |
| Answer» C. round | |
| 179. | Which of the following statement is correct? |
| A. | Larger the size of coarse aggregate, lesser is the quantity of fine aggregate and of cement required. |
| B. | If very dry aggregates are used, the workability of the mix is likely to be reduced |
| C. | Bulking is caused due to the formation of thin film of surface moisture around the sand particles. |
| D. | all of the above |
| Answer» D. all of the above | |
| 180. | For a structure subjected to the action of sea water, the cement used is |
| A. | rapid hardening cement |
| B. | low heat cement |
| C. | high alumina cement |
| D. | sulphate resisting cement |
| Answer» C. high alumina cement | |
| 181. | For high degree of workability, the slump value should vary between |
| A. | 0 to 25 mm |
| B. | 25 to 50 mm |
| C. | 50 to 80 mm |
| D. | 80 to 100 mm |
| Answer» D. 80 to 100 mm | |
| 182. | The term ‘ware-hourse pack’ means |
| A. | the total capacity of ware-house |
| B. | packing of ware-house |
| C. | pressure compaction of bags on lower layers |
| D. | pressure exertion of bags on upper layers |
| Answer» C. pressure compaction of bags on lower layers | |
| 183. | The length of Vicat plunger in Vicat’s apparatus varies from |
| A. | 20 to 30 mm |
| B. | 30 to 40 mm |
| C. | 40 to 50 mm |
| D. | 50 to 60 mm |
| Answer» C. 40 to 50 mm | |
| 184. | The cement concrete prepared by mixing aluminium in it, is called |
| A. | air-entrained concrete |
| B. | cellular concrete |
| C. | aerated concrete |
| D. | any one of the above |
| Answer» D. any one of the above | |
| 185. | Plain cement concrete is strong in taking |
| A. | tensile stress |
| B. | compressive stress |
| C. | shear stress |
| D. | all of these |
| Answer» B. compressive stress | |
| 186. | As per IS : 459-1978, the concrete mixes are designated into |
| A. | 4 grades |
| B. | 5 grades |
| C. | 6 grades |
| D. | 7 grades |
| Answer» D. 7 grades | |
| 187. | The factor which effect the quality of compaction, is |
| A. | density of concrete |
| B. | strength of concrete |
| C. | durability of concrete |
| D. | all of these |
| Answer» D. all of these | |
| 188. | The top diameter, bottom diameter and height of the mould used for slump test are respectively |
| A. | 100 mm, 200 mm, 300 mm |
| B. | 200 mm, 100 mm, 300 mm |
| C. | 200 mm, 300 mm, 100 mm |
| D. | 100 mm, 300 mm, 200 mm |
| Answer» A. 100 mm, 200 mm, 300 mm | |
| 189. | The aggregate which pass through 75 mm IS sieve and entirely retain on 4.75 mm IS sieve is known as |
| A. | cyclopean aggregate |
| B. | coarse aggregate |
| C. | fine aggregate |
| D. | all-in-aggregate |
| Answer» B. coarse aggregate | |
| 190. | The rate of hydration is |
| A. | directly |
| B. | inversely |
| Answer» A. directly | |
| 191. | Weight batching is done by |
| A. | spring dial scale |
| B. | platform weighing machine |
| C. | portable weigh batchers |
| D. | all of these |
| Answer» D. all of these | |
| 192. | The first compound which reacts with water when mixed with cement is tricalcium aluminate. |
| A. | Correct |
| B. | Incorrect |
| Answer» A. Correct | |
| 193. | An aggregate which may contain some moisture in the pores but having dry surface is known as |
| A. | very dry aggregate |
| B. | dry aggregate |
| C. | saturated surface dry aggregate |
| D. | moist aggregate |
| Answer» B. dry aggregate | |
| 194. | Proper curing of cement concrete, is good for its |
| A. | volume stability |
| B. | strength |
| C. | wear resistance |
| D. | all of these |
| Answer» D. all of these | |
| 195. | Hydration of cement is due to the chemical action of water with |
| A. | dicalcium silicate |
| B. | tricalcium silicate |
| C. | tricalcium aluminate |
| D. | all of these |
| Answer» D. all of these | |
| 196. | The cement concrete in which high compressive stresses are artificially induced before its actual use, is called |
| A. | plain cement concrete |
| B. | reinforced cement concrete |
| C. | prestressed cement concrete |
| D. | lime concrete |
| Answer» C. prestressed cement concrete | |
| 197. | The fineness modulus of an aggregate is roughly proportional to |
| A. | specific gravity of the aggregate |
| B. | shape of the aggregate |
| C. | average size of particles in the aggregate |
| D. | grading of the aggregate |
| Answer» C. average size of particles in the aggregate | |
| 198. | The water used for ordinary concrete is equal to 5% by weight of aggregate plus |
| A. | 10% |
| B. | 20% |
| C. | 30% |
| D. | 40% |
| Answer» C. 30% | |
| 199. | Which of the following statement is wrong? |
| A. | The concrete can not be pumped. |
| B. | The concrete should have maximum creep. |
| C. | The concrete structures can be put to use immediately ater their construction. |
| D. | all of the above |
| Answer» D. all of the above | |
| 200. | The sound absorption coefficient of light weight concrete is nearly |
| A. | twice |
| B. | three times |
| C. | four times |
| D. | six times |
| Answer» A. twice | |
| 201. | If the aggregate completely passes through a 50 mm sieve and retained on 40 mm sieve, then the particular aggregate is said to be flaky if its least dimension is less than |
| A. | 27 mm |
| B. | 37 mm |
| C. | 47 mm |
| D. | 57 mm |
| Answer» A. 27 mm | |
| 202. | Which of the following statement is correct? |
| A. | The maximum size of coarse aggregate should not exceed one-fourth of the minimum dimension of the plain concrete member. |
| B. | the maximum size of coarse aggregate should not exceed one-fifth of the minimum dimension of the reinforced concrete member |
| C. | The aggregates of 40 mm, 20 mm and 10 mm sizes are commonly used for concrete works. |
| D. | all of the above |
| Answer» D. all of the above | |
| 203. | For highly loaded columns, the concrete mix used is of proportion |
| A. | 1 ; 1 : 2 |
| B. | 1 ; 1.5 : 3 |
| C. | 1 ; 2 : 4 |
| D. | 1 ; 3 : 6 |
| Answer» A. 1 ; 1 : 2 | |
| 204. | The importance of batching is to obtain |
| A. | strength |
| B. | workability |
| C. | durability |
| D. | all of these |
| Answer» D. all of these | |
| 205. | Harshness in concrete is due to the excess of |
| A. | water |
| B. | finer particles |
| C. | middle sized particle |
| D. | coarser particles |
| Answer» C. middle sized particle | |
| 206. | Bulking of sand is |
| A. | compacting of sand |
| B. | segregating sand of particular size |
| C. | increase in volume of sand due to presence of moisture upto certain extent |
| D. | none of the above |
| Answer» C. increase in volume of sand due to presence of moisture upto certain extent | |
| 207. | If the fineness modulus of sand is 3, then the sand is graded as |
| A. | very fine sand |
| B. | fine sand |
| C. | medium sand |
| D. | coarse sand |
| Answer» D. coarse sand | |
| 208. | More water should not be added in the concrete mix, as to increase |
| A. | strength |
| B. | durability |
| C. | water-cement ratio |
| D. | all of these |
| Answer» C. water-cement ratio | |
| 209. | The concrete mix is said to be workable if it has |
| A. | compatibility |
| B. | movability |
| C. | stability |
| D. | all of these |
| Answer» D. all of these | |
| 210. | The maximum particle size of fine aggregate is |
| A. | 2.5 mm |
| B. | 4.75 mm |
| C. | 5.85 mm |
| D. | 6.5 mm |
| Answer» B. 4.75 mm | |
| 211. | The size of an aggregate is determined by length gauge. |
| A. | Yes |
| B. | No |
| Answer» B. No | |
| 212. | The aggregate is said to be flaky when |
| A. | its least dimension is three-fifth of its mean dimension |
| B. | its least dimension is equal to its mean dimension |
| C. | its length is equal to its mean dimension |
| D. | its length is equal to 1.8 times its mean dimension |
| Answer» A. its least dimension is three-fifth of its mean dimension | |
| 213. | In designing a ware-house, it is assumed that |
| A. | each bag contains 50 kg of cement |
| B. | floor area occupied by one bag of cement is 0.3 m2 |
| C. | height of each cement bag containing 35 litres of cement is 0.18 m |
| D. | all of the above |
| Answer» D. all of the above | |
| 214. | The concrete |
| A. | should |
| B. | should not |
| Answer» A. should | |
| 215. | The strength of concrete using air entraining cement gets reduced by |
| A. | 5 to 10% |
| B. | 10 to 15% |
| C. | 15 to 20% |
| D. | 20 to 25% |
| Answer» B. 10 to 15% | |
| 216. | A compaction factor of 0.88 indictes that the workability of concrete mix is |
| A. | very low |
| B. | low |
| C. | medium |
| D. | high |
| Answer» C. medium | |
| 217. | In order to prepare a test specimen, it is necessary to |
| A. | mix the cement and fine aggregate (sand) by dry hand |
| B. | mix the coarse aggregate |
| C. | mix water to the cment, fine aggregate and coarse aggregates |
| D. | all of the above |
| Answer» D. all of the above | |
| 218. | In the manufacture of possolana cement, the amount of pozzolana material added to ordinary Portland cement clinkers is about |
| A. | 20% |
| B. | 30% |
| C. | 40% |
| D. | 50% |
| Answer» B. 30% | |
| 219. | The usual proportion of ingredients in plain cement concrete is |
| A. | Portland cement (1 part), clean sand (1 |
| B. | Portland cement (1 part), clean sand (3 to 16 parts) and coarse aggregate (1 |
| C. | Porland cement (1 part), clean sand and coarse aggregate (1 |
| D. | any one of the above |
| Answer» A. Portland cement (1 part), clean sand (1 | |
| 220. | The arbitrary mix method, the coarse aggregates are taken twice the fine aggregates. |
| A. | True |
| B. | False |
| Answer» A. True | |
| 221. | At freezing point, the concrete sets easily. |
| A. | Right |
| B. | Wrong |
| Answer» B. Wrong | |
| 222. | Too much finencess of cement |
| A. | results cracks in concrete |
| B. | generates greater heat |
| C. | develops early strength |
| D. | both (a) and (b) |
| Answer» D. both (a) and (b) | |
| 223. | In making precast structural units for partition and wall lining purposes, the concrete should be |
| A. | sawdust concrete |
| B. | air-entrained concrete |
| C. | light-weight concrete |
| D. | vacuum concrete |
| Answer» C. light-weight concrete | |
| 224. | Calcareous material used in the manufacture of cement consists of |
| A. | lime stone |
| B. | chalk |
| C. | shells |
| D. | all of these |
| Answer» D. all of these | |
| 225. | Los Angeles machine is used to perform the abrasion resistance test of an aggregate. |
| A. | Right |
| B. | Wrong |
| Answer» A. Right | |
| 226. | The workability of concrete mix increases with the increase in moisture content. |
| A. | Agree |
| B. | Disagree |
| Answer» A. Agree | |
| 227. | Ordinary Portland cement should not be used for construction work exposed to sulphates in the soil. |
| A. | Agree |
| B. | Disagree |
| Answer» A. Agree | |
| 228. | According to IS : 269 – 1976, the requirement of an ordinary Portland cement is that |
| A. | the residue does not exceed 10% when sieved through IS sieve No. 9 |
| B. | its expansion is not more than 10 mm for unaerated cement |
| C. | its initial setting time is not less than 30 minutes |
| D. | all of the above |
| Answer» D. all of the above | |
| 229. | The ‘first-in, first-out’ rule should eb applied when cement hags are to be removed from the ware-house. |
| A. | True |
| B. | False |
| Answer» A. True | |
| 230. | The placement of concrete should be discontinued during rainy periods |
| A. | Yes |
| B. | No |
| Answer» A. Yes | |
| 231. | The mixer, which produces a steady stream of concrete as long as it is in operation, is known as |
| A. | non-tilling batch mixer |
| B. | tilting type batch mixer |
| C. | continuous mixer |
| D. | none of these |
| Answer» C. continuous mixer | |
| 232. | The cement concrete, from which entrained air and excess water are removed after placing it in position, is called |
| A. | vacuum concrete |
| B. | light weight concrete |
| C. | prestressed concrete |
| D. | sawdust concrete |
| Answer» A. vacuum concrete | |
| 233. | Which of the following statement is wrong? |
| A. | If the height of pile exceeds 1.44 m, the cement bags should be arranged in header and stretcher fashion. |
| B. | The cement bags should be rolled on the floor when it is taken out for use. |
| C. | The strength of cement decreases with the passage of time. |
| D. | none of the above |
| Answer» D. none of the above | |
| 234. | In the slump test, the maximum size of the aggregate should not exceed 38 mm. |
| A. | Correct |
| B. | Incorrect |
| Answer» A. Correct | |
| 235. | Hydration of cement evolves heat. |
| A. | True |
| B. | False |
| Answer» A. True | |
| 236. | Pezzolana is essentially a silicious material containing clay upto |
| A. | 20% |
| B. | 40% |
| C. | 60% |
| D. | 80% |
| Answer» D. 80% | |
| 237. | An aggregate is said to be |
| A. | coarse |
| B. | fine |
| C. | cyclopean |
| Answer» C. cyclopean | |
| 238. | When the sand is fully saturated, its volume is |
| A. | equal to |
| B. | less than |
| C. | more than |
| Answer» A. equal to | |
| 239. | The resistance of an aggregate to sudden compressive forces is called impact value. |
| A. | Correct |
| B. | Incorrect |
| Answer» A. Correct | |
| 240. | The controlled concrete is used for |
| A. | one grade of concrete mix |
| B. | three grades of concrete mix |
| C. | five grades of concrete mix |
| D. | all the seven grades of concrete mix |
| Answer» D. all the seven grades of concrete mix | |
| 241. | The admixtures are added in concrete to |
| A. | accelerate the rate of setting and hardening of cement |
| B. | make the concrete water proof, acid proof etc. |
| C. | reduce the bleeding and segregation of concrete mix |
| D. | all of the above |
| Answer» D. all of the above | |
| 242. | The aggregate is said to be elongated when |
| A. | its least dimension is three-fifth of its mean dimension |
| B. | its least dimension is equal to its mean dimension |
| C. | its length is equal to its mean dimension |
| D. | its length is equal to 1.8 times its mean dimension |
| Answer» D. its length is equal to 1.8 times its mean dimension | |
| 243. | The maximum particle size of coarse aggregate is |
| A. | 45 mm |
| B. | 55 mm |
| C. | 65 mm |
| D. | 75 mm |
| Answer» D. 75 mm | |
| 244. | The cement, widely used in retaining walls, is |
| A. | rapid hardening cement |
| B. | low heat cement |
| C. | sulphate resisting cement |
| D. | ordinary Portland cement |
| Answer» B. low heat cement | |
| 245. | The presence of tricalcium silicate in cement |
| A. | hydrates the cement rapidly |
| B. | generates less heat of hydration |
| C. | offers high resistance to sulphate attack |
| D. | all of these |
| Answer» A. hydrates the cement rapidly | |
| 246. | If sea water is used for preparing concrete mix, it |
| A. | reduces strength |
| B. | corrodes steel reinforcement |
| C. | causes efflorescence |
| D. | all of these |
| Answer» D. all of these | |
| 247. | Which of the following statement is correct? |
| A. | The high early strength is obtained by adding tricalcium silicate in cement. |
| B. | The dicalcium silicate provides good ultimate strength to cement. |
| C. | The tetra calcium alumino ferrite has poor cementing value. |
| D. | all of the above |
| Answer» D. all of the above | |
| 248. | Vibrated concrete needs |
| A. | less |
| B. | high |
| Answer» A. less | |
| 249. | Alumina in the cement lowers the clinkering temperature. |
| A. | Agree |
| B. | Disagree |
| Answer» A. Agree | |
| 250. | The concrete can be lifted by pumps through a maximum vertical distance of |
| A. | 10 m |
| B. | 20 m |
| C. | 30 m |
| D. | 50 m |
| Answer» D. 50 m | |
| 251. | The diameter of the pipe line used for transportation of concrete by pumps should not exceed |
| A. | 10 cm |
| B. | 20 cm |
| C. | 30 cm |
| D. | 40 cm |
| Answer» C. 30 cm | |
| 252. | The inert mineral material used for the manufacture of mortars and concretes is |
| A. | cement |
| B. | water |
| C. | aggregate |
| D. | admixture |
| Answer» C. aggregate | |
| 253. | Which of the following cements is expected to have the highest compressive strength after 3 days. |
| A. | ordinary Portland cement |
| B. | rapid hardening cement |
| C. | high alumina cement |
| D. | sulphate resisting cement |
| Answer» C. high alumina cement | |
| 254. | In the manufacture of cement, the dry or wet mixture of calcareous and argillaceous materials is burnt in a |
| A. | country kiln |
| B. | continuous flare kiln |
| C. | rotary kiln |
| D. | all of these |
| Answer» C. rotary kiln | |
| 255. | The knowledge of a standard consistency of a cement paste is essential to perform |
| A. | setting time test |
| B. | soundness test |
| C. | compressive strength test |
| D. | all of these |
| Answer» D. all of these | |
| 256. | The placing of concrete should start width-wide in reinforced cement concrete slabs from one end. |
| A. | True |
| B. | False |
| Answer» A. True | |
| 257. | The separation of water or water-cement mixture from the freshly mixed concrete is known as bleeding. |
| A. | True |
| B. | False |
| Answer» A. True | |
| 258. | The phenomenon by virtue of which the cement does not undergo large change in volume when treated with water, is known as |
| A. | fineness |
| B. | soundness |
| C. | setting time |
| D. | none of these |
| Answer» B. soundness | |
| 259. | The concrete in which preliminary tests are performed for designing the mix is called |
| A. | rich concrete |
| B. | controlled concrete |
| C. | lean concrete |
| D. | ordinary concrete |
| Answer» B. controlled concrete | |
| 260. | The type of lime used in lime concrete is |
| A. | fat lime |
| B. | poor lime |
| C. | slaked lime |
| D. | hydraulic lime |
| Answer» D. hydraulic lime | |
| 261. | Segregation in concrete results in |
| A. | honey combing |
| B. | porous layers |
| C. | surface scaling |
| D. | all of these |
| Answer» D. all of these | |
| 262. | The sum of percentages of all deleterious materials in the aggregate shall not exceed |
| A. | 5% |
| B. | 10% |
| C. | 15% |
| D. | 20% |
| Answer» A. 5% | |
| 263. | In Vicat’s apparatus, the diameter of Vicat plunger is |
| A. | 5 mm |
| B. | 10 mm |
| C. | 15 mm |
| D. | 20 mm |
| Answer» B. 10 mm | |
| 264. | Tricalcium silicate develops strength in cement for first 7 days. |
| A. | Yes |
| B. | No |
| Answer» A. Yes | |
| 265. | Which of the following statement is correct? |
| A. | Harshness in concrete mix increases if finer aggregates to fill the voids in coarse aggregates are less. |
| B. | As the internal friction of aggregates increases, the workability of concrete decreases. |
| C. | As the slump value increases, the workability of concrete also increases. |
| D. | all of the above |
| Answer» D. all of the above | |
| 266. | The presence of dicalcium silicate in cement |
| A. | hydrates the cement slowly |
| B. | generates less heat of hydration |
| C. | has more resistance to sulphate attack |
| D. | all of these |
| Answer» D. all of these | |
| 267. | The usual proportion of ingredients in reinforced cement concrete is |
| A. | Portland cement (1 part), clean sand (2 to 4 parts) and coarse aggregate (1 to 2 parts) |
| B. | Portland cement (1 part), clean sand (1 to 2 parts) and coarse aggregate (2 to 4 parts) |
| C. | Porland cement (1 part), clean sand and coarse aggregate (2 to 4 parts) |
| D. | any one of the above |
| Answer» B. Portland cement (1 part), clean sand (1 to 2 parts) and coarse aggregate (2 to 4 parts) | |
| 268. | Trowelling should be finished on the same day of its laying operation. |
| A. | Yes |
| B. | No |
| Answer» A. Yes | |
| 269. | The continuous strain, which the concrete undergoes due to application of external loads, is called |
| A. | workability |
| B. | bleeding |
| C. | segregation |
| D. | creep |
| Answer» D. creep | |
| 270. | The value of bulk density for angular and flaky aggregates is |
| A. | same |
| B. | less |
| C. | more |
| Answer» B. less | |
| 271. | The development of first 28 days strength is on account of the hydration of |
| A. | dicalcium silicate |
| B. | tricalcium silicate |
| C. | tricalcium aluminate |
| D. | tetra calcium alumino ferrite |
| Answer» B. tricalcium silicate | |
| 272. | The resistance of an aggregate to the effect of hydration of cement and weather is called |
| A. | crushing value |
| B. | impact value |
| C. | abrasion value |
| D. | soundness |
| Answer» D. soundness | |
| 273. | For reinforced cement concrete lintels and slabs, the nominal size of coarse aggregate should not exceed. |
| A. | 10 mm |
| B. | 15 mm |
| C. | 20 mm |
| D. | 40 mm |
| Answer» B. 15 mm | |
| 274. | The slump whould not exceed 50 mm when compacting concrete with vibrators. |
| A. | Agree |
| B. | Disagree |
| Answer» A. Agree | |
| 275. | The bulk density of an aggregate is the weight required to fill a container of unit volume. |
| A. | Agree |
| B. | Disagree |
| Answer» A. Agree | |
| 276. | Which of following proportion of different ingredient of concrete mix confirm to the arbitrary mothod of mixing? |
| A. | 1 ; 2 ; 5 |
| B. | 1 ; 3 : 7 |
| C. | 1 : 4 ; 8 |
| D. | 1 : 5 ; 9 |
| Answer» C. 1 : 4 ; 8 | |
| 277. | The levelling operation that removes humps and hollows and give a true, uniform concrete surface is called |
| A. | screeding |
| B. | floating |
| C. | trowelling |
| D. | compacting |
| Answer» A. screeding | |
| 278. | The apparent specific gravity of an aggregate is defined as |
| A. | the weight of oven dry aggregate divided by its absolute volume, excluding the natural pores in the aggregate particles |
| B. | the weight of oven dry aggregate divided by its absolute volume, including the natural pores in the aggregate particles |
| C. | the weight of aggregate required to fill a container of unit volume |
| D. | the difference in weight of the aggregate in saturated surface dry condition and in moist condition |
| Answer» A. the weight of oven dry aggregate divided by its absolute volume, excluding the natural pores in the aggregate particles | |
| 279. | In concrete walls, construction joints should be provided at the |
| A. | floor level |
| B. | soffit level of lintels |
| C. | sill level of windows |
| D. | all of these |
| Answer» D. all of these | |
| 280. | According to IS : 383 – 1970, a good a aggregate for concrete construction should be |
| A. | chemically inert |
| B. | sufficiently strong |
| C. | sufficiently hard and durable |
| D. | all of these |
| Answer» D. all of these | |
| 281. | If the effective plan area of a warehouse is 54 m2, and the maximum height of pile permitted is 2.7 m, then the number of cement bags to be stord is |
| A. | 2000 |
| B. | 2200 |
| C. | 2500 |
| D. | 2700 |
| Answer» D. 2700 | |
| 282. | A good concrete should be subjected to |
| A. | maximum |
| B. | minimum |
| Answer» B. minimum | |
| 283. | The hardening is the phenomenon by virtue of which |
| A. | the cement does not undergo large change in volume when treted with water |
| B. | the plastic cement paste changes into hard mass |
| C. | the cement paste sets and develops strength |
| D. | none of the above |
| Answer» C. the cement paste sets and develops strength | |
| 284. | Under normal circumstances, the beam soffits may be removed after |
| A. | 2 days |
| B. | 7 days |
| C. | 14 days |
| D. | 21 days |
| Answer» B. 7 days | |
| 285. | The ratio of different ingredients (cement, sand and aggregate) in concrete mix of grade M 20 is |
| A. | 1 ; 1 : 2 |
| B. | 1 ; 1.5 : 3 |
| C. | 1 ; 2 : 4 |
| D. | 1 ; 3 : 6 |
| Answer» B. 1 ; 1.5 : 3 | |
| 286. | The concrete mix of grade M 25 means that the compressive strength of 15 cm cubes at 28 days after mixing is |
| A. | 15 N/mm2 |
| B. | 20 N/mm2 |
| C. | 25 N/mm2 |
| D. | 30 N/mm2 |
| Answer» C. 25 N/mm2 | |
| 287. | The measuring 50 litres of aggregate, the inner dimensions of a farma should be |
| A. | 25 cm x 25 cm x 40 cm |
| B. | 29 cm x 29 cm x 48 cm |
| C. | 30 cm x 30 cm x 50 cm |
| D. | 31 cm x 31 cm x 52 cm |
| Answer» D. 31 cm x 31 cm x 52 cm | |
| 288. | The test conducted in the laboratory on the specimen made out of trial concrete mix is called |
| A. | preliminary test |
| B. | slump test |
| C. | works test |
| D. | none of these |
| Answer» A. preliminary test | |
| 289. | The capcity of a ware-house depends upon the |
| A. | floor area occupied by one cement bag |
| B. | height to which the cement bags are piled |
| C. | either (a) or (b) |
| D. | both (a) and (b) |
| Answer» D. both (a) and (b) | |
| 290. | For high degree of workability, the compaction factor is |
| A. | 0.65 |
| B. | 0.75 |
| C. | 0.85 |
| D. | 0.95 |
| Answer» D. 0.95 | |
| 291. | The ratio of the volume of moist sand to the volume of dry sand is known as |
| A. | crushing value |
| B. | impact value |
| C. | bulking factor |
| D. | none of these |
| Answer» C. bulking factor | |
| 292. | The object of curing is to |
| A. | prevent the loss of water by evaporation |
| B. | reduce the shrinkage of concrete |
| C. | preserve the properties of concrete |
| D. | all of these |
| Answer» D. all of these | |
| 293. | The process of hardening the concrete mixes by keeping its surface moist for a certain period is called |
| A. | floating |
| B. | curing |
| C. | screeding |
| D. | none of these |
| Answer» B. curing | |
| 294. | The prevent the cement bags from any possible contact with moisture, the main point that should be kept in mind is that the |
| A. | space between the exterior walls and piles should be 30 cm |
| B. | cement bags should be placed closer together in the piles |
| C. | width and height of the pile should not exceed 3 m and 2.70 m respectively |
| D. | all of the above |
| Answer» D. all of the above | |
| 295. | According to Indian standard specifications for the compressive strength test of cement, the cement and standard sand mortar in the ratio of |
| A. | 1 ; 1 |
| B. | 1 ; 2 |
| C. | 1 ; 3 |
| D. | 1 ; 4 |
| Answer» C. 1 ; 3 | |
| 296. | Which of the following statement is correct? |
| A. | Sulphate resisting cement is particularly used for canal lining. |
| B. | Low heat cement should not be used for thin concrete structures. |
| C. | Rapid hardening cement should not be used for massive concrete structures |
| D. | all of the above |
| Answer» D. all of the above | |
| 297. | Lime when added in excess quantity |
| A. | makes the cement unsound |
| B. | cuses the cement to expand and disintegrate |
| C. | lowers the clinkering temperature of cement |
| D. | both (a) and (b) |
| Answer» D. both (a) and (b) | |
| 298. | The standard sand now used in India is obtained from |
| A. | Ennore (Chennai) |
| B. | Mumbai |
| C. | Orissa |
| D. | Jaipur |
| Answer» A. Ennore (Chennai) | |
| 299. | Initial setting time of ordinary Portland cement is |
| A. | 15 min |
| B. | 30 min |
| C. | 60 min |
| D. | 10 h |
| Answer» B. 30 min | |
| 300. | The preliminary test should be repeated if the difference of compressive strength of three test specimens exceeds |
| A. | 0.5 N / mm2 |
| B. | 1 N / mm2 |
| C. | 1.5 N / mm2 |
| D. | 2 N / mm2 |
| Answer» C. 1.5 N / mm2 | |
| 301. | The sum of the percentage of tricalcium silicate and dicalcium silicate for Portland cement varies from |
| A. | 50 to 60% |
| B. | 60 to 70% |
| C. | 70 to 80% |
| D. | 80 to 90% |
| Answer» C. 70 to 80% | |
| 302. | The percentage of water for making a cement paste of normal consistency varies from |
| A. | 15 to 25% |
| B. | 25 to 35% |
| C. | 35 to 50% |
| D. | 50 to 60% |
| Answer» B. 25 to 35% | |
| 303. | Vertical sides of columns may be stripped after |
| A. | 1 to 2 days |
| B. | 7 days |
| C. | 14 days |
| D. | 21 days |
| Answer» A. 1 to 2 days | |
| 304. | Rapid hardening cement is used |
| A. | where high early strength is desired |
| B. | where form work is to be removed as early as possible |
| C. | for constructing road pavements |
| D. | all of the above |
| Answer» D. all of the above | |
| 305. | If 30% excess water is added, the strength of concrete is reduced by |
| A. | 30% |
| B. | 40% |
| C. | 50% |
| D. | 60% |
| Answer» C. 50% | |
| 306. | Which of the following statement is correct while compacting concrete with vibrators? |
| A. | The vibrator should be inserted horizontally. |
| B. | The vibrator should not be immersed through a full depth of freshly laid concrete. |
| C. | The vibrator should not touch the form surface. |
| D. | all of the above |
| Answer» C. The vibrator should not touch the form surface. | |
| 307. | The slump test of concrete is used to mesure its |
| A. | consistency |
| B. | mobility |
| C. | homogeneity |
| D. | all of these |
| Answer» A. consistency | |
| 308. | The importance of storing the various ingredients of concrete is |
| A. | to maintain the uniformity of grading |
| B. | to maintain the uniformity of moisture |
| C. | to maintain the strength of materials |
| D. | both (a) and (b) |
| Answer» D. both (a) and (b) | |
| 309. | The resistance of an aggregate to wear is known as |
| A. | shear value |
| B. | crushing value |
| C. | abrasion value |
| D. | impact value |
| Answer» C. abrasion value | |
| 310. | The magnesium oxide and sulphur dioxide when added in excess quantity makes the cement unsound. |
| A. | Correct |
| B. | Incorrect |
| Answer» A. Correct | |
| 311. | The minimum quantity of cement to be used in controlled concrete is specified as |
| A. | 120 kg / cm3 |
| B. | 160 kg / cm3 |
| C. | 220 kg / cm3 |
| D. | 280 kg / cm3 |
| Answer» C. 220 kg / cm3 | |
| 312. | The aggregates of rounded shape require minimum cement paste to make good concrete. |
| A. | True |
| B. | False |
| Answer» A. True | |
| 313. | For performing the compressive strength test of cement, the size of cube mould should be 7.06 cm side. |
| A. | Right |
| B. | Wrong |
| Answer» A. Right | |
| 314. | The value of finencess modulus for fine sand may range between |
| A. | 1.1 to 1.3 |
| B. | 1.3 to 1.6 |
| C. | 1.6 to 2.2 |
| D. | 2.2 to 2.6 |
| Answer» D. 2.2 to 2.6 | |
| 315. | The final operation of finishing the concrete surface is called |
| A. | screeding |
| B. | floating |
| C. | trowelling |
| D. | none of these |
| Answer» C. trowelling | |
| 316. | Segregation of concrete increases the strength of concrete. |
| A. | Yes |
| B. | No |
| Answer» B. No | |
| 317. | The resistance of an aggregate to compressive forces is known as |
| A. | crushing value |
| B. | impact value |
| C. | abrasion value |
| D. | none of these |
| Answer» A. crushing value | |
| 318. | According to the rule of water cement ratio, the strength of concrete wholly depends upon |
| A. | the quality of cement |
| B. | the quality of cement mixed with aggregate |
| C. | the amount of water used in preparation of concrete mix |
| D. | all of the above |
| Answer» C. the amount of water used in preparation of concrete mix | |
| 319. | The process of proper and accurate measurement of all concrete materials for uniformity of proportions and aggregate grading is called |
| A. | proportioning |
| B. | grading |
| C. | mixing |
| D. | batching |
| Answer» D. batching | |
| 320. | The minimum particle size of coarse aggregate is |
| A. | 2.5 mm |
| B. | 4.75 mm |
| C. | 5.85 mm |
| D. | 6.5 mm |
| Answer» B. 4.75 mm | |
| 321. | The concrete without any reinforcement has |
| A. | low |
| B. | high |
| Answer» A. low | |
| 322. | A mix with water-cement ratio of 0.78 is termed as wet mix. |
| A. | Yes |
| B. | No |
| Answer» A. Yes | |
| 323. | Cement concrete is |
| A. | permeable |
| B. | impermeable |
| Answer» B. impermeable | |
| 324. | Vicat’s apparatus is used to perform |
| A. | fineness test |
| B. | soundness test |
| C. | consistency test |
| D. | compressive strength test |
| Answer» C. consistency test | |
| 325. | The presence of lime in cement |
| A. | makes the cement sound |
| B. | provides strength to the cement |
| C. | lowers the clinkering temperature |
| D. | all of these |
| Answer» B. provides strength to the cement | |
| 326. | The construction joints in cement concrete |
| A. | should be located where bending moment is large |
| B. | should be located where shear force is large |
| C. | should not be provided at the corners |
| D. | should be spaced at a distance of 3 m apart in case of huge structures |
| Answer» C. should not be provided at the corners | |
| 327. | During field test, the cement is said to be pure and of good quality when |
| A. | the colour of cement is uniformly greenish grey |
| B. | a handful of cement, thrown into a bucket of water, floats |
| C. | hand is thrusted into a bag of cement, it feels cool |
| D. | all of the above |
| Answer» D. all of the above | |
| 328. | A good concrete should have minimum thermal expansion. |
| A. | Yes |
| B. | No |
| Answer» A. Yes | |
| 329. | Workability of concrete mix having very low water-cement ratio should be obtained by |
| A. | flexural strength test |
| B. | slump test |
| C. | compaction factor test |
| D. | any one of these |
| Answer» C. compaction factor test | |
| 330. | The process of removing the irregularities from the surface of concrete left after screeding is called floating. |
| A. | Correct |
| B. | Incorrect |
| Answer» A. Correct | |
| 331. | Each layer of concrete placed in the mould, in preliminary test, is compacted 25 times with a 20 mm diameter rod and 60 cm in length |
| A. | Right |
| B. | Wrong |
| Answer» B. Wrong | |
| 332. | “Colocrete” is the commercial term for |
| A. | high alumina cement |
| B. | coloured cement |
| C. | low heat cement |
| D. | rapid hardening cement |
| Answer» B. coloured cement | |
| 333. | In transportation of concrete by pumps |
| A. | the slump should not be less than 50 mm and more than 80 mm |
| B. | the water cement ratio should remain between 0.5 to 0.65 |
| C. | the number of bends in a pipe line should be as small as possible |
| D. | all of the above |
| Answer» D. all of the above | |
| 334. | When the batching of material is done by weight |
| A. | the bucket in which the material is to be weighed should be cleaned thoroughly |
| B. | the weighing machine should be levelled before placing the material |
| C. | the chart should be prepared indicating the weight of each material used for different strengths of concrete |
| D. | all of the above |
| Answer» D. all of the above | |
| 335. | The workability of concrete can be improved by adding |
| A. | hydrated lime |
| B. | flyash |
| C. | calcium chloride |
| D. | all of these |
| Answer» D. all of these | |
| 336. | In order to provide colour, hardness and strength to the cement, the ingredient used is |
| A. | lime |
| B. | silica |
| C. | alumina |
| D. | iron oxide |
| Answer» D. iron oxide | |
| 337. | In performing the works test |
| A. | the mould for test specimen should be made of non-absorbent material |
| B. | the mould should be constructed in such a way that there is leakage of water from test specimen during moulding |
| C. | the base plate of the mould should be of non-absorbent material |
| D. | all of the above |
| Answer» D. all of the above | |
| 338. | The proportion of lime, silica, alumina and iron oxide in a good Portland cement should be |
| A. | 63 : 22 : 6 : 3 |
| B. | 62 : 22 : 3 : 6 |
| C. | 22 : 63 : 6 : 3 |
| D. | 22 : 63 : 3 : 6 |
| Answer» A. 63 : 22 : 6 : 3 | |
| 339. | The process of consolidating concrete mix after placing it in position is termed as |
| A. | curing |
| B. | wetting |
| C. | compaction |
| D. | none of these |
| Answer» C. compaction | |
| 340. | The main object of proportioning concrete is to obtain |
| A. | required strength and workability |
| B. | desired durability |
| C. | water tightness |
| D. | all of these |
| Answer» D. all of these | |
| 341. | If the water cement ratio is more, then the |
| A. | strength of concrete will be less |
| B. | durability of concrete will be less |
| C. | capillary voids will be more in the physical structure of hydrated cement |
| D. | all of the above |
| Answer» D. all of the above | |
| 342. | After the final grinding, the cement is sieved through IS sieve number |
| A. | 9 |
| B. | 12 |
| C. | 24 |
| D. | 48 |
| Answer» A. 9 | |
| 343. | Blast furnace slag cement |
| A. | develops low heat of hydration |
| B. | has less early strength |
| C. | develops high heat of hydration |
| D. | has high early strength |
| E. | Both (a) and (b) |
| Answer» E. Both (a) and (b) | |
| 344. | The change of state of cement paste from fluid to solid is called hardening. |
| A. | Right |
| B. | Wrong |
| Answer» B. Wrong | |
| 345. | The compaction factor is the ratio of weight of partially compacted concrete to the weight of fully compacted concrete. |
| A. | Yes |
| B. | No |
| Answer» A. Yes | |
| 346. | Argillaceous materials contain |
| A. | calcium |
| B. | lime |
| C. | alumina |
| Answer» C. alumina | |
| 347. | If the proportions of different ingredients (cement, sand and aggregate) are in the ratio of 1 : 2 : 4, then the grade of concrete is |
| A. | M 10 |
| B. | M 15 |
| C. | M 20 |
| D. | M 25 |
| Answer» B. M 15 | |
| 348. | The rule of water cement ratio was established by |
| A. | Duff Abram |
| B. | Plowman |
| C. | W. Simms |
| D. | Dr. Karl Terzaghi |
| Answer» A. Duff Abram | |
| 349. | The impact value of an aggregate is generally used as an alternative to its crushing value, to know the quality of aggregate. |
| A. | Yes |
| B. | No |
| Answer» A. Yes | |
| 350. | The workability of concrete is expressed by |
| A. | water-cement ratio |
| B. | slump value |
| C. | compaction factor |
| D. | both (a) and (b) |
| Answer» D. both (a) and (b) | |
| 351. | The most useless aggregate is, whose surface texture is |
| A. | smooth |
| B. | glossy |
| C. | granular |
| D. | porous |
| Answer» B. glossy | |
| 352. | High temperature |
| A. | increases |
| B. | decreases |
| Answer» B. decreases | |
| 353. | A suitable admixture added at the time of preparing the concrete mix, makes the concrete. |
| A. | water proof |
| B. | acid proof |
| C. | highly strong |
| D. | all of these |
| Answer» D. all of these | |
| 354. | A moist aggregate is one |
| A. | whose all the pores are filled with water and also having its surface wet |
| B. | whose all the pores are filled with water but having its surface dry |
| C. | which do not contain any moisture either in the pores or on the surface |
| D. | which may contain some moisture in the pores but having dry surface |
| Answer» A. whose all the pores are filled with water and also having its surface wet | |
| 355. | The finer the sand, greater is the bulkage. |
| A. | Correct |
| B. | Incorrect |
| Answer» A. Correct | |
| 356. | The fineness of cement is measured in terms of |
| A. | percentage weight retained on IS sieve number 9 |
| B. | surface area in cm2 per gram of the cement |
| C. | either (a) or (b) |
| D. | none of these |
| Answer» C. either (a) or (b) | |
| 357. | For the manufacture of concrete of low density, the aggregate used is |
| A. | furnace clinker |
| B. | coke breeze |
| C. | saw dust |
| D. | all of these |
| Answer» D. all of these | |
| 358. | The value of bulk density of the aggregate depends upon |
| A. | size distribution of aggregate |
| B. | shape of aggregate |
| C. | specific gravity of aggregate |
| D. | all of these |
| Answer» D. all of these | |
| 359. | High percentage of tricalcium silicate and low percentage of dicalcium silicate in cement results in |
| A. | rapid hardening |
| B. | high erly strength |
| C. | high heat generation |
| D. | none of these |
| Answer» D. none of these | |
| 360. | When vibrators are used for compaction, the consistency of concrete depends upon the |
| A. | type of mix |
| B. | placing conditions |
| C. | efficiency of vibrator |
| D. | all of these |
| Answer» D. all of these | |
| 361. | Reinforced cement concrete is equally strong in taking |
| A. | tensile and compressive stresses |
| B. | compressive and shear stresses |
| C. | tensile, compressive and shear stresses |
| D. | tensile and shear stresses |
| Answer» C. tensile, compressive and shear stresses | |
| 362. | The process of mixing, transporting, placing and compacting the cement concrete should not take more than |
| A. | 30 minutes |
| B. | 60 minutes |
| C. | 90 minutes |
| D. | 120 minutes |
| Answer» A. 30 minutes | |
| 363. | The material having particle size varying from 0.002 to 0.06 mm is termed as |
| A. | silt |
| B. | clay |
| C. | sand |
| D. | none of these |
| Answer» A. silt | |
| 364. | The strength of cement concrete increases with the increase of water cement ratio. |
| A. | Agree |
| B. | Disagree |
| Answer» A. Agree | |
| 365. | The bulk density of aggregates depends upon its |
| A. | shape |
| B. | grading |
| C. | compaction |
| D. | all of these |
| Answer» D. all of these | |
| 366. | The main requirement, which a ware-house should fulfil is that |
| A. | its walls should be water proof masonry construction |
| B. | its roof should be leak-proof |
| C. | it must have large number of windows |
| D. | its plinth should be very high |
| E. | Both (a) and (b) |
| Answer» E. Both (a) and (b) | |
| 367. | If the slump of the concrete mix is less than 50 mm, then while compacting it with vibratiors, the segregation will not take place. |
| A. | Right |
| B. | Wrong |
| Answer» A. Right | |
| 368. | The compressive strength of an ordinary Portland cement (1 : 3 cement mortar cube) after 7 days test should not be less than |
| A. | 11 N/mm2 |
| B. | 17.5 N/mm2 |
| C. | 22 N/mm2 |
| D. | 27.5 N/mm2 |
| Answer» B. 17.5 N/mm2 | |
| 369. | If mineral oil is present in mixing water for concrete, it increases strength for a concentration upto 2 percent. |
| A. | Yes |
| B. | No |
| Answer» A. Yes | |
| 370. | Concrete with higher compaction factor has less workability. |
| A. | True |
| B. | False |
| Answer» A. True | |
| 371. | The aggregates of |
| A. | irregular |
| B. | angular |
| C. | rounded |
| D. | flaky |
| Answer» C. rounded | |
| 372. | The Indian standard code specifies that the crushing strength for which the mix should be designed in the laboratory should be |
| A. | 1.25 |
| B. | 1.5 |
| C. | 2 |
| D. | 2.5 |
| Answer» A. 1.25 | |
| 373. | For batching 1 : 2 : 4 concrete mix by volume, the ingredients required per bag of cement are |
| A. | 50 kg of cement : 70 kg of fine aggregate : 140 kg of coarse aggregate |
| B. | 50 kg of cement : 70 litres of fine aggregate : 140 litres of coarse aggregate |
| C. | 50 kg of cement : 100 kg of fine aggregate : 200 kg of coarse aggregate |
| D. | 50 kg of cement : 100 litres of fine aggregate : 200 litres of coarse aggregate |
| Answer» B. 50 kg of cement : 70 litres of fine aggregate : 140 litres of coarse aggregate | |
| 374. | For heat and sound insulation purposes, we shall use |
| A. | vacuum concrete |
| B. | air-entrained concrete |
| C. | saw dust concrete |
| D. | both (b) and (c) |
| Answer» D. both (b) and (c) | |
| 375. | The strength and durability of concrete depends upon |
| A. | size of aggregates |
| B. | grading of aggregates |
| C. | moisture contents of aggregates |
| D. | all of these |
| Answer» D. all of these | |
| 376. | Which of the following statement is wrong? |
| A. | The coarse sand produces a harsh and unworkable mix. |
| B. | An admixture cannot increase the workability of concrete without increasing water content. |
| C. | Salts of manganese cause a considerable reduction in the strength of concrete. |
| D. | all of the above |
| Answer» B. An admixture cannot increase the workability of concrete without increasing water content. | |
| 377. | Insufficient quantity of water |
| A. | makes the concrete mix harsh |
| B. | makes the concrete mix unworkable |
| C. | causes segregation in concrete |
| D. | causes bleeding in concrete |
| Answer» B. makes the concrete mix unworkable | |
| 378. | In the manufacture of cement, the dry or wet mixture of calcareous and argillaceous materials is burnt at a temperature between |
| A. | 900? to 1000?C |
| B. | 1000?C to 1200?C |
| C. | 1200?C to 1500?C |
| D. | 1500?C to 1600?C |
| Answer» D. 1500?C to 1600?C | |
| 379. | The practical utility of concrete technology for civil engineers is to |
| A. | enable them to know how to stock properly the materials required for concrete |
| B. | enable them to perform different tests concerning concrete |
| C. | make them conversant with fundamental principles of concrete |
| D. | all of the above |
| Answer» D. all of the above | |
| 380. | Water-cement ratio is, usually, expressed in |
| A. | litres of water required per bag of cement |
| B. | litres of water required per kg of cement |
| C. | both (a) and (b) |
| D. | none of these |
| Answer» A. litres of water required per bag of cement | |
| 381. | With the moisture content of 5 to 10% by weight, the bulking of sand is increased by |
| A. | 20% |
| B. | 30% |
| C. | 40% |
| D. | 50% |
| Answer» D. 50% | |
| 382. | For continuous transportation of concrete, the method used is |
| A. | transport of concrete by pans |
| B. | transport of concrete by wheel barrows |
| C. | transport of concrete by belt concrete conveyors |
| D. | transport of concrete by pumps |
| Answer» C. transport of concrete by belt concrete conveyors | |
| 383. | Which of the following statement is correct? |
| A. | Duff Abram’s law is valid only when the concrete is of workable plasticity. |
| B. | If the water-cement ratio is less, the strength of concrete will be less. |
| C. | The strength of concrete decreases with age. |
| D. | A rich mix of concrete provides low strength than a lean mix. |
| Answer» A. Duff Abram’s law is valid only when the concrete is of workable plasticity. | |
| 384. | The function of aggregates in concrete is to serve as |
| A. | binding material |
| B. | filler |
| C. | catalyst |
| D. | all of these |
| Answer» B. filler | |
| 385. | The breaking up of cohesion in a mass of concrete is called |
| A. | workability |
| B. | bleeding |
| C. | segregation |
| D. | creep |
| Answer» C. segregation | |
| 386. | The Vee-Bee test is suitable for concrete mixes of low and very low workabilities. |
| A. | True |
| B. | False |
| Answer» A. True | |
| 387. | The aggregate which pass through 4.75 mm IS sieve and entirely retain on 75 micron IS sieve is called |
| A. | cyclopean aggregate |
| B. | coarse aggregate |
| C. | fine aggregate |
| D. | all-in-aggregate |
| Answer» C. fine aggregate | |
| 388. | Efflorescence in cement is caused due to the excess of |
| A. | silica |
| B. | lime |
| C. | alkalies |
| D. | iron oxide |
| Answer» C. alkalies | |
| 389. | Which of the following grade is not recommended by IS 456-1978? |
| A. | M 10 |
| B. | M 20 |
| C. | M 40 |
| D. | M 55 |
| Answer» D. M 55 | |
| 390. | The deleterious materials present in the aggregate |
| A. | prevent normal hydration of cement |
| B. | reduce the strength and durability of concrete |
| C. | modify the setting action and cause efflorescence |
| D. | all of the above |
| Answer» D. all of the above | |
| 391. | Ferro-concrete is another name given to |
| A. | plain cement concrete |
| B. | reinforced cement concrete |
| C. | prestressed cement concrete |
| D. | none of these |
| Answer» B. reinforced cement concrete | |
| 392. | The use of air-entraining agents in concrete |
| A. | increases workability of concrete |
| B. | decreases bleeding |
| C. | decreases strength |
| D. | all of these |
| Answer» D. all of these | |
| 393. | The characteristic, which makes the concrete a versatile and widely used material of modern consturction, is the possibility of |
| A. | controlling the properties of concrete by using appropriate ingredients |
| B. | moulding the concrete in any desired shape |
| C. | complete mechanisation of concrete preparation and its placing process |
| D. | all of the above |
| Answer» D. all of the above | |
| 394. | The concrete in which no preliminary tests are performed for designing the mix is called |
| A. | rich concrete |
| B. | controlled concrete |
| C. | lean concrete |
| D. | ordinary concrete |
| Answer» D. ordinary concrete | |
| 395. | The cement concrete having water-cement ratio less than 0.45 by weight, causes honey-comb structure. |
| A. | Correct |
| B. | Incorrect |
| Answer» B. Incorrect | |
| 396. | The workability of concrete is defined as the |
| A. | ease with which it can be mixed, transported and placed in position in a homogeneous state |
| B. | breaking up of cohesion in a mass of concrete |
| C. | separation of water or water-cement mixture from the freshly mixed concrete |
| D. | none of the above |
| Answer» A. ease with which it can be mixed, transported and placed in position in a homogeneous state | |
| 397. | Low heat cement is used in |
| A. | thin |
| B. | thick |
| Answer» B. thick | |
| 398. | The removal of excess air after placing concrete helps in increasing the strength of concrete by |
| A. | 15 to 20% |
| B. | 20 to 30% |
| C. | 30 to 50% |
| D. | 50 to 70% |
| Answer» A. 15 to 20% | |
| 399. | In voids method of determining the quantity of cement paste, it is assumed that the |
| A. | voids in the coarse aggregate are filled by the fine aggregates |
| B. | volume of fine aggregates required for 1 m3 of coarse aggregate is equal to total voids in coarse aggregate plus 10% aggregate extra to allow for additional voids created by wedging action |
| C. | volume of cement paste required for 1 m3 of coarse aggregate is equal to total volum of voids in the fine aggregate plus 15% aggregate extra to allow for additional voids created be wedging action |
| D. | all of the above |
| Answer» D. all of the above | |
| 400. | The mass concrete in piers and abutments, the grade of concrete mix used, is |
| A. | 1 ; 1 : 2 |
| B. | 1 ; 1.5 : 3 |
| C. | 1 ; 2 : 4 |
| D. | 1 ; 3 : 6 |
| Answer» D. 1 ; 3 : 6 | |
| 401. | Blast furnace slag cement is used for |
| A. | dams |
| B. | bridge abutments |
| C. | retaining walls |
| D. | all of these |
| Answer» D. all of these | |
| 402. | If the slump of concrete mix is 70 mm, its workability is considered to be |
| A. | very low |
| B. | low |
| C. | medium |
| D. | high |
| Answer» C. medium | |
| 403. | The prestressed cement concrete can take up high tensile and compressive stresses without development of cracks. |
| A. | Correct |
| B. | Incorrect |
| Answer» A. Correct | |
| 404. | The gypsum is added to the cement for |
| A. | providing high strength to the cement |
| B. | controlling the initial setting time of cement |
| C. | lowering the clinkering temperature of cement |
| D. | all of the above |
| Answer» B. controlling the initial setting time of cement | |
| 405. | The degree of grinding of cement is called |
| A. | fineness |
| B. | soundness |
| C. | impact value |
| D. | bulking |
| Answer» A. fineness | |
| 406. | In performing preliminary test |
| A. | the moulds requred for test specimens should be rigid |
| B. | the mxi should be stored in air=tight containers |
| C. | the aggregates should be dry |
| D. | all of the above |
| Answer» D. all of the above | |
| 407. | To perform the soundness test, the water is added to the cement at the rate of 0.72 P by weight of cement, where P is the percentage of water required for normal consistency paste. |
| A. | Correct |
| B. | Incorrect |
| Answer» A. Correct | |
| 408. | Water cannot be used as a lubricant in concrete mix. |
| A. | True |
| B. | False |
| Answer» B. False | |
| 409. | The ordinary concrete is no used for |
| A. | M 10 |
| B. | M 20 |
| C. | M 25 |
| D. | M 40 |
| Answer» D. M 40 | |
| 410. | Smaller size aggregates require less quantity of water for lubrication. |
| A. | Yes |
| B. | No |
| Answer» B. No | |
| 411. | When the concrete mix is too wet, it causes |
| A. | segregation |
| B. | low density |
| C. | excess laitance at the top |
| D. | all of these |
| Answer» D. all of these | |
| 412. | The maximum quantity of aggregate per 50 kg of cement should not exceed |
| A. | 100 kg |
| B. | 200 kg |
| C. | 350 kg |
| D. | 450 kg |
| Answer» D. 450 kg | |
| 413. | The presence of calcium chloride in water |
| A. | accelerates setting of cement |
| B. | accelerates hardening of cement |
| C. | causes little effect on quality of concrete |
| D. | all of these |
| Answer» A. accelerates setting of cement | |
| 414. | The material used as an ingredient of concrete is usually |
| A. | cement |
| B. | aggregate |
| C. | water |
| D. | all of these |
| Answer» D. all of these | |
| 415. | In flooring of building, prestressed cement concrete is commonly used. |
| A. | Right |
| B. | Wrong |
| Answer» B. Wrong | |
| 416. | Le-chatelier apparatus is used to perform |
| A. | fineness test |
| B. | soundness test |
| C. | consistency test |
| D. | compressive strength test |
| Answer» B. soundness test | |
| 417. | After the curing of 28 days, the concrete gains strength upto |
| A. | 40% |
| B. | 67% |
| C. | 100% |
| D. | 122% |
| Answer» C. 100% | |
| 418. | The preliminary test is always conducted in the field. |
| A. | Agree |
| B. | Disagree |
| Answer» B. Disagree | |
| 419. | The number of bags of cement required per cubic metre of 1 ; 2 ; 4 concrete will be approximately |
| A. | 2 to 3 |
| B. | 3 to 4 |
| C. | 4 to 5 |
| D. | 5 to 6 |
| Answer» D. 5 to 6 | |
| 420. | Fine sand bulks |
| A. | less |
| B. | more |
| Answer» B. more | |
| 421. | The factor which effect the design of concrete mix is |
| A. | fineness modulus |
| B. | water-cement ratio |
| C. | slump |
| D. | all of these |
| Answer» D. all of these | |
| 422. | The chemical ingredient of cement which provides quick setting property to the cement is |
| A. | lime |
| B. | silica |
| C. | alumina |
| D. | iron oxide |
| Answer» C. alumina | |
| 423. | The workability of concrete by slump test is expressed as |
| A. | minutes |
| B. | mm / h |
| C. | mm2 / h |
| D. | mm |
| Answer» D. mm | |
| 424. | Blast furnace slag cement concrete requires |
| A. | less |
| B. | more |
| Answer» B. more | |
| 425. | For measuring aggregates by volume, wooden batch boxes known as farmas are used. |
| A. | Correct |
| B. | Incorrect |
| Answer» A. Correct | |
| 426. | The setting time of cement is the governing factor for |
| A. | mixing of concrete |
| B. | placing of concrete |
| C. | compaction of concrete |
| D. | all of these |
| Answer» D. all of these | |
| 427. | Bulk specific gravity of an aggregate is defined as |
| A. | the weight of oven dry aggregate divided by its absolute volume, excluding the natural pores in the aggregate particles |
| B. | the weight of oven dry aggregate divided by its absolute volume, including the natural pores in the aggregate particles |
| C. | the weight of aggregate required to fill a container of unit volume |
| D. | the difference in weight of the aggregate in saturated surface dry condition and in moist condition |
| Answer» B. the weight of oven dry aggregate divided by its absolute volume, including the natural pores in the aggregate particles | |
| 428. | The finished concrete is measured in litres. |
| A. | Right |
| B. | Wrong |
| Answer» B. Wrong | |
| 429. | In lime concrete, lime is used as |
| A. | coarse aggregate |
| B. | fine aggregate |
| C. | binding material |
| D. | admixture |
| Answer» C. binding material | |
| 430. | In preliminary test, the concrete is placed in the mould in |
| A. | two |
| B. | three |
| C. | four |
| D. | five |
| Answer» B. three | |
| 431. | To perform the initial setting time test, the water is added to the cement at the rate of |
| A. | 0.72 P |
| B. | 0.78 P |
| C. | 0.85 P |
| D. | 0.95 P |
| Answer» C. 0.85 P | |
| 432. | Excess quantity of water |
| A. | makes the concrete mix harsh |
| B. | makes the concrete mix unworkable |
| C. | causes segregation in concrete |
| D. | causes bleeding in concrete |
| Answer» D. causes bleeding in concrete | |
| 433. | The minimum particle size of fine aggregate is |
| A. | 0.0075 mm |
| B. | 0.075 mm |
| C. | 0.75 mm |
| D. | 0.95 mm |
| Answer» B. 0.075 mm | |
| 434. | To prevent segregation, the concrete should not be thrown from a height of more than |
| A. | 1/2 m |
| B. | 1 m |
| C. | 1.5 m |
| D. | 2 m |
| Answer» B. 1 m | |
| 435. | The tricalcium aluminate in cement has the property of |
| A. | reacting fast with water |
| B. | causing initial setting of cement |
| C. | generating large amount of heat hydration |
| D. | all of these |
| Answer» D. all of these | |
| 436. | The coarser the aggregate, the |
| A. | higher |
| B. | lower |
| Answer» A. higher | |
| 437. | If 50 kg of fine aggregates and 100 kg of coarse aggregates are mixed in a concrete whose water-cement ratio is 0.6, the weight of water required for harsh mix is |
| A. | 8 kg |
| B. | 10 kg |
| C. | 12 kg |
| D. | 14 kg |
| Answer» C. 12 kg | |
| 438. | The construction joints are generally provided in concrete |
| A. | roads |
| B. | retaining walls |
| C. | lining of tunnels |
| D. | all of these |
| Answer» D. all of these | |
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