Weep holes are provided in a) piers b) trestle piers c) foundation d) abutments*

Weep holes are provided in
a) piers
b) trestle piers
c) foundation
d) abutments*
by

1 Answer

Answer :

d) abutments*
by

Related questions

Which of the following stone is best suited for construction of piers and abutments of Railway Bridge a) Granite* b) Sandstone c) Limestone d) Quartzite

Description : Which of the following stone is best suited for construction of piers and abutments of Railway Bridge a) Granite* b) Sandstone c) Limestone d) Quartzite

Last Answer : a) Granite*

Settlement of foundations or Tilted piers and abutments will be considered as distressed bridge as a) Group I* b) Group II c) Both of the above d) None of the above

Description : Settlement of foundations or Tilted piers and abutments will be considered as distressed bridge as a) Group I* b) Group II c) Both of the above d) None of the above

Last Answer : a) Group I*

Which of the following stone is best suited for construction of piers and abutments of a railway bridge? (A) Granite (B) Sand stone (C) Lime stone (D) Quartze

Description : Which of the following stone is best suited for construction of piers and abutments of a railway bridge? (A) Granite (B) Sand stone (C) Lime stone (D) Quartze

Last Answer : Answer: Option A

For mass concrete in piers and abutments, the grade of concrete mix used, is (a) 1:1:2 (b) 1:1.5:2 (c) 1:2:4 (d) 1:3:6

Description : For mass concrete in piers and abutments, the grade of concrete mix used, is (a) 1:1:2 (b) 1:1.5:2 (c) 1:2:4 (d) 1:3:6

Last Answer : (d) 1:3:6

Cracks in return walls/ wing walls or Slight tilting/ bulging of abutments are the signs of distressed bridge under a) Group I b) Group II* c) Both of the above d) None of the above

Description : Cracks in return walls/ wing walls or Slight tilting/ bulging of abutments are the signs of distressed bridge under a) Group I b) Group II* c) Both of the above d) None of the above

Last Answer : b) Group II*

In a single span bridge, the clear span is the distance between a) Centres of Abutments b) Inner faces of Abutments* c) Outer faces of Abutments d) Width of Abutment

Description : In a single span bridge, the clear span is the distance between a) Centres of Abutments b) Inner faces of Abutments* c) Outer faces of Abutments d) Width of Abutment

Last Answer : b) Inner faces of Abutments*

In retaining and breast walls, weep holes are provided at (A) 50 cm vertical height and 50 cm centre to centre horizontally (B) 100 cm vertical height and 100 cm centre to centre horizontally (C) 100 cm vertical height and 120 cm centre to centre horizontally (D) 120 cm vertical height and 100 cm centre to centre horizontally

Description : In retaining and breast walls, weep holes are provided at (A) 50 cm vertical height and 50 cm centre to centre horizontally (B) 100 cm vertical height and 100 cm centre to centre horizontally ... cm centre to centre horizontally (D) 120 cm vertical height and 100 cm centre to centre horizontally

Last Answer : Answer: Option C

Pick up the incorrect statement from the following: (A) The retaining wall should be structurally capable to resist the applied earth pressure (B) The section of the retaining wall should be so proportioned that it may not overturn by the lateral pressure (C) The retaining wall should be safe against sliding (D) To drain off water from the earth retained, weep holes are provided near the top of the retaining wall

Description : Pick up the incorrect statement from the following: (A) The retaining wall should be structurally capable to resist the applied earth pressure (B) The section of the retaining wall should be so ... off water from the earth retained, weep holes are provided near the top of the retaining wall

Last Answer : Answer: Option D

Weep holes are provided in retaining and breast walls (A) To drain off the water from the filling (B) To ventilate the stone masonry (C) To add architectural beauty (D) To increase compaction of the earth retained

Description : Weep holes are provided in retaining and breast walls (A) To drain off the water from the filling (B) To ventilate the stone masonry (C) To add architectural beauty (D) To increase compaction of the earth retained

Last Answer : Answer: Option A

Super structure of a bridge includes a) Girder/Slab* b) Abutment c) Piers d) Bed block

Description : Super structure of a bridge includes a) Girder/Slab* b) Abutment c) Piers d) Bed block

Last Answer : a) Girder/Slab*

Sub structure of a bridge does not include a) Abutment b) Girder/Slab* c) Piers d) Wing and Return walls

Description : Sub structure of a bridge does not include a) Abutment b) Girder/Slab* c) Piers d) Wing and Return walls

Last Answer : b) Girder/Slab*

Can you tell me what to use to "seal" the weep holes on my house?

Description : Can you tell me what to use to "seal" the weep holes on my house?

Last Answer : Could you find an old screen (sometimes you can buy it on the roll by the sqft) and cut it to size? Cut it a bit bigger and use removeable caulk to adhere it to the hole perhaps.

bridge foundation having less then 2M depth below bed level in case of arch bridges and 1.2M depth below bed level in case of other bridges is termed as

Description : bridge foundation having less then 2M depth below bed level in case of arch bridges and 1.2M depth below bed level in case of other bridges is termed as

Last Answer : …Shallow foundation..

What is DPC? a) Damp proof course * b) weathering course c) Treatment the foundation d) Treatment over the roof

Description : What is DPC? a) Damp proof course * b) weathering course c) Treatment the foundation d) Treatment over the roof

Last Answer : a) Damp proof course *

Foundation and substructure of the bridge should be inspected by SE/P.Way/Works a) Once a year any time b) Once a year before monsoon* c) Once a year after monsoon d) Once in 3 month

Description : Foundation and substructure of the bridge should be inspected by SE/P.Way/Works a) Once a year any time b) Once a year before monsoon* c) Once a year after monsoon d) Once in 3 month

Last Answer : b) Once a year before monsoon*

Maximum tilt specified during sinking of well foundation is a) 1 in 10 b) 1 in 50 c) 1 in 100* d) 1 in 150

Description : Maximum tilt specified during sinking of well foundation is a) 1 in 10 b) 1 in 50 c) 1 in 100* d) 1 in 150

Last Answer : c) 1 in 100*

Well foundation may be of the following type a) circular b) D type c) Double D type d) Any of the above*

Description : Well foundation may be of the following type a) circular b) D type c) Double D type d) Any of the above*

Last Answer : d) Any of the above*

One of the following is a shallow foundation a) Pile foundation b) Raft foundation* c) Under reamed pile foundation d) Well foundation

Description : One of the following is a shallow foundation a) Pile foundation b) Raft foundation* c) Under reamed pile foundation d) Well foundation

Last Answer : b) Raft foundation*

Consider the following statements. (i) Fender is the cushion provided on the face of the jetty for ships to come in contact, (ii) Slip is the space of water area between two adjacent piers where ships are berthed, (iii) Pier head is a structure constructed near the tip of break water near the harbour entrance. Of the statements (A) (i) and (ii) are correct (B) (ii) and (iii) are correct (C) (i) and (iii) are correct (D) (i), (ii) and (iii) are correct

Description : Consider the following statements. (i) Fender is the cushion provided on the face of the jetty for ships to come in contact, (ii) Slip is the space of water area between two adjacent piers where ships are berthed, ... correct (C) (i) and (iii) are correct (D) (i), (ii) and (iii) are correct

Last Answer : (D) (i), (ii) and (iii) are correct

Defect of Blow holes is due to? (i) Slag (ii) Moisture* (iii) Lack of heating (iv) Extra heating

Description : Defect of Blow holes is due to? (i) Slag (ii) Moisture* (iii) Lack of heating (iv) Extra heating

Last Answer : (ii) Moisture*

In cement pressure grouting G.I pipes of diameter …… and ……length, should be fixed in drilled holes a) 12 to 20 mm, 200 mm* b) 12 to 20 mm, 300 mm c) 12 to 25 mm, 500 mm d) 20 to 25 mm, 300 mm

Description : In cement pressure grouting G.I pipes of diameter …… and ……length, should be fixed in drilled holes a) 12 to 20 mm, 200 mm* b) 12 to 20 mm, 300 mm c) 12 to 25 mm, 500 mm d) 20 to 25 mm, 300 mm

Last Answer : a) 12 to 20 mm, 200 mm*

In cement pressure grouting holes should be drilled at spacing in both direction at a) 150 – 500 mm b) 450 mm c) 500 – 750 mm* d) 1000 mm

Description : In cement pressure grouting holes should be drilled at spacing in both direction at a) 150 – 500 mm b) 450 mm c) 500 – 750 mm* d) 1000 mm

Last Answer : c) 500 – 750 mm*

As per norms for desirable amenity as given to model station, the retiring rooms should be provided on stations classified as --- (a) A & B* (b) A,B & C (c) A,B,C & D (d) A, B,C, D & E (e) A

Description : As per norms for desirable amenity as given to model station, the retiring rooms should be provided on stations classified as --- (a) A & B* (b) A,B & C (c) A,B,C & D (d) A, B,C, D & E (e) A

Last Answer : a) A & B*

As per norms for desirable amenity as given to model station, the clock rooms should be provided on stations classified as --- (a) A & B * (b) A,B & C (c) A,B,C & D (d) A, B,C, D & E (e) A

Description : As per norms for desirable amenity as given to model station, the clock rooms should be provided on stations classified as --- (a) A & B * (b) A,B & C (c) A,B,C & D (d) A, B,C, D & E (e) A

Last Answer : (a) A & B *

As per norms for desirable amenity as given to model station, the water coolers should be provided on stations classified as --- (a) A & B (b) A,B & C (c) A,B,C & D* (d) A, B,C, D & E (e) A

Description : As per norms for desirable amenity as given to model station, the water coolers should be provided on stations classified as --- (a) A & B (b) A,B & C (c) A,B,C & D* (d) A, B,C, D & E (e) A

Last Answer : (c) A,B,C & D*

As per norms for desirable amenity as given to model station, the parking facility/circulating area should be provided on stations classified as --- (a) A & B (b) A,B & C (c) A,B,C & D* (d) A, B,C, D & E

Description : As per norms for desirable amenity as given to model station, the parking facility/circulating area should be provided on stations classified as --- (a) A & B (b) A,B & C (c) A,B,C & D* (d) A, B,C, D & E

Last Answer : (c) A,B,C & D*

As per norms for desirable amenity as given to model station, the public address system should be provided on stations classified as --- (a) A & B (b) A,B & C* (c) A,B,C & D (d) A, B,C, D & E (e) A

Description : As per norms for desirable amenity as given to model station, the public address system should be provided on stations classified as --- (a) A & B (b) A,B & C* (c) A,B,C & D (d) A, B,C, D & E (e) A

Last Answer : (b) A,B & C*

As per norms for desirable amenity as given to model station, the book stalls should be provided on stations classified as --- (a) A & B (b) A,B & C* (c) A,B,C & D (d) A, B,C, D & E (e) A

Description : As per norms for desirable amenity as given to model station, the book stalls should be provided on stations classified as --- (a) A & B (b) A,B & C* (c) A,B,C & D (d) A, B,C, D & E (e) A

Last Answer : (b) A,B & C*

As per norms for desirable amenity as given to model station, the refreshment rooms should be provided on stations classified as --- (a) A & B* (b) A,B & C (c) A,B,C & D (d) A, B,C, D & E (e) A

Description : As per norms for desirable amenity as given to model station, the refreshment rooms should be provided on stations classified as --- (a) A & B* (b) A,B & C (c) A,B,C & D (d) A, B,C, D & E (e) A

Last Answer : (a) A & B*

“B” class station is provided only on (a) Single lines (b) Double line (c) On both single as well as double line* (d) None of them

Description : “B” class station is provided only on (a) Single lines (b) Double line (c) On both single as well as double line* (d) None of them

Last Answer : c) On both single as well as double line*

Number of urinals & latrines to be provided on ‘A’ category stations as per norms on main essential facilities are (a) 15 (b) 10* (c) 8 (d) 6

Description : Number of urinals & latrines to be provided on ‘A’ category stations as per norms on main essential facilities are (a) 15 (b) 10* (c) 8 (d) 6

Last Answer : (b) 10*

Number of taps to be provided on ‘A’ category stations on each platform as per norms of minimum essential facilities are (a) 20 taps (b) 15 taps (c) 12 taps* (d) One taps for each bogie

Description : Number of taps to be provided on ‘A’ category stations on each platform as per norms of minimum essential facilities are (a) 20 taps (b) 15 taps (c) 12 taps* (d) One taps for each bogie

Last Answer : (c) 12 taps*

Latrines & urinals must be provided on these type of stations as per minimum essential facility criteria (a) A, B, C, D, E & F type station (b) A,B,C,D & E type station* (c) A,B,C & D type station (d) A, B & C type station

Description : Latrines & urinals must be provided on these type of stations as per minimum essential facility criteria (a) A, B, C, D, E & F type station (b) A,B,C,D & E type station* (c) A,B,C & D type station (d) A, B & C type station

Last Answer : (b) A,B,C,D & E type station*

Foot over bridge must be provided on the following type of stations as per minimum essential facility criteria (a) A, B, C, & D class station (b) A,B & C class station* (c) A, & B class station (d) Only A class station

Description : Foot over bridge must be provided on the following type of stations as per minimum essential facility criteria (a) A, B, C, & D class station (b) A,B & C class station* (c) A, & B class station (d) Only A class station

Last Answer : b) A,B & C class station*

A Railway Stations is provided for the following purpose (a) To entrain or detrain the passengers (b) To load or off load the goods or parcels (c) To enable the faster trains to overtake the slower trains (d) All the above*

Description : A Railway Stations is provided for the following purpose (a) To entrain or detrain the passengers (b) To load or off load the goods or parcels (c) To enable the faster trains to overtake the slower trains (d) All the above*

Last Answer : d) All the above*

Indicate which of the statement is incorrect (a) The detritus tank is type of a grit chamber (b) In detritus tank, velocity of flow is further reduced (c) Grit chambers are provided in the sewage treatment process to remove the heavier inorganic matter as grit, sand etc. from the sewage (d) None of them*

Description : Indicate which of the statement is incorrect (a) The detritus tank is type of a grit chamber (b) In detritus tank, velocity of flow is further reduced (c) Grit chambers are provided in the sewage ... to remove the heavier inorganic matter as grit, sand etc. from the sewage (d) None of them*

Last Answer : (d) None of them*

The catch water drains are provided in the a) Formation in the embankment b) Formation in cutting* c) Zero fills formation d) Steep gradient

Description : The catch water drains are provided in the a) Formation in the embankment b) Formation in cutting* c) Zero fills formation d) Steep gradient

Last Answer : b) Formation in cutting*

In case of a curved track on electrified, double line, BG section a) Duty hut cannot be provided for a level crossing. b) Duty hut should be on the inside of the curve. c) Duty hut should be on the outside of the curve.* d) Duty hut can be provided on any side of the curve.

Description : In case of a curved track on electrified, double line, BG section a) Duty hut cannot be provided for a level crossing. b) Duty hut should be on the inside of the curve. c) Duty hut should be on the outside of the curve.* d) Duty hut can be provided on any side of the curve.

Last Answer : c) Duty hut should be on the outside of the curve.*

In LWR track on BG a) Level crossing should be separated by providing SEJs b) Level crossing cannot be provided in LWR. c) Level crossing should not fall within the breathing length of LWR* d) Level crossing should be laid with rail free fastenings.

Description : In LWR track on BG a) Level crossing should be separated by providing SEJs b) Level crossing cannot be provided in LWR. c) Level crossing should not fall within the breathing length of LWR* d) Level crossing should be laid with rail free fastenings.

Last Answer : c) Level crossing should not fall within the breathing length of LWR*

On Indian Railways a new level crossing can be provided with the approval of a) Chief engineer b) General Manager c) Commissioner of Railway Safety d) None of the above*

Description : On Indian Railways a new level crossing can be provided with the approval of a) Chief engineer b) General Manager c) Commissioner of Railway Safety d) None of the above*

Last Answer : d) None of the above

Speed breaker of approved design shall be provided on either side of level crossing at ------ within Railway boundary a) 5 meters b) 15 meters c) 20 meters* d0 30 meters

Description : Speed breaker of approved design shall be provided on either side of level crossing at ------ within Railway boundary a) 5 meters b) 15 meters c) 20 meters* d0 30 meters

Last Answer : c) 20 meters

Stop boards on either side of approaches of all unmanned level crossings shall be provided at -------------from the centre line of nearest track. a) 3meters b) 5 meters* c) 6 meters d) 10 meters

Description : Stop boards on either side of approaches of all unmanned level crossings shall be provided at -------------from the centre line of nearest track. a) 3meters b) 5 meters* c) 6 meters d) 10 meters

Last Answer : b) 5 meters*

On Broad Gauge tracks Banner flag at a level crossing shall be provided at a distance of--- ---------- from ends of check rail before opening the gate for road traffic. a) 5 meters* b) 3 meters c) 6 meters d) 30 meters

Description : On Broad Gauge tracks Banner flag at a level crossing shall be provided at a distance of--- ---------- from ends of check rail before opening the gate for road traffic. a) 5 meters* b) 3 meters c) 6 meters d) 30 meters

Last Answer : a) 5 meters*

On Broad gauge tracks whistle indicator shall be provided at a distance of ---------- from level crossing along the track a) 400 meters b) 600 meters* c) 350 meters d) 500 meters

Description : On Broad gauge tracks whistle indicator shall be provided at a distance of ---------- from level crossing along the track a) 400 meters b) 600 meters* c) 350 meters d) 500 meters

Last Answer : b) 600 meters*

Speed breaker has to be provided on road approaches of level crossing at maximum feasible distance within Railway boundary but not exceeding a) 10 meters b) 15 meters c) 20 meters* d) 200 meters

Description : Speed breaker has to be provided on road approaches of level crossing at maximum feasible distance within Railway boundary but not exceeding a) 10 meters b) 15 meters c) 20 meters* d) 200 meters

Last Answer : c) 20 meters*

On an unmanned level crossing stop board should be provided at a distance of --------- from the centre of nearest track a) 5 meters * b) 6 meters c) 3 meters d) 7.5 meters

Description : On an unmanned level crossing stop board should be provided at a distance of --------- from the centre of nearest track a) 5 meters * b) 6 meters c) 3 meters d) 7.5 meters

Last Answer : a) 5 meters

Indication post for detonator should be provided at a distance of ---------meter and --------- meter for BG level crossing a) 400 meters in 800 meters b) 500 meters and 1200 meters c) 600 meters and 1200 meter * d)600 meters and 1000 meters

Description : Indication post for detonator should be provided at a distance of ---------meter and --------- meter for BG level crossing a) 400 meters in 800 meters b) 500 meters and 1200 meters c) 600 meters and 1200 meter * d)600 meters and 1000 meters

Last Answer : c) 600 meters and 1200 meter *

In case of LWR track, full ballast section as specified in LWR Manual should be provided up to ……….. from the bridge abutment. a) 200 m b) 50 m c) 300 m d) 100 m*

Description : In case of LWR track, full ballast section as specified in LWR Manual should be provided up to ……….. from the bridge abutment. a) 200 m b) 50 m c) 300 m d) 100 m*

Last Answer : d) 100 m

Mostly long span rail-cum road bridges are provided with a) rocker & roller bearings b) segmental roller with oil bath* c) Sliding bearings d) centralised bearings

Description : Mostly long span rail-cum road bridges are provided with a) rocker & roller bearings b) segmental roller with oil bath* c) Sliding bearings d) centralised bearings

Last Answer : b) segmental roller with oil bath

For railway bridges with spans in excess of 30.5m, generally provided with a) deck type girders b) open web through girders* c) semi through girders d) shallow type girders

Description : For railway bridges with spans in excess of 30.5m, generally provided with a) deck type girders b) open web through girders* c) semi through girders d) shallow type girders

Last Answer : b) open web through girders*