In case of distressed bridge category II, ADEN shall inspect the bridge

1 Answer

Answer :

once in 6  months

Related questions

Description : In case of bridge is distressed category I then special restriction of___hall be imposed

Last Answer : 15 kmph

Description : In arch bridges, Cracks/ lean/ bulge in parapet walls, Bulging or separation of spandrel from arch barrel, 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*

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*

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*

Description : Special inspection of distressed bridges Group II shall be carried out by Inspector (Concerned) is a) Once in three months* b) Once in two months c) Once in a month d) Once in six months

Last Answer : a) Once in three months*

Description : Special inspection of distressed bridges shall be carried out by Asst. Engineer is a) Once in three months b) Once in two months* c) Once in a month d) Once in six months

Last Answer : b) Once in two months*

Description : Speed restrictions is suggested for distressed bridges on Group II a) upto maximum of 15 kmph b) 25 kmph to 50 kmph* c) 75 kmph d) 60 kmph

Last Answer : b) 25 kmph to 50 kmph*

Description : Speed restrictions is suggested for distressed bridges on Group I a) upto maximum of 15 kmph* b) 25 kmph c) 50 kmph

Last Answer : a) upto maximum of 15 kmph*

Description : The Assistant Divisional Engineer should inspect the equipment at every manned level crossing on the subdivision once in a) 2 months b) 3 months c) 4 months d) 6 months*

Last Answer : d) 6 months

Description : The URN of minor bridge shall be represented by its

Last Answer : ORN

Description : The embankment width in approach of the bridge shall be a) 5870 mm b) 6525 mm c) 6850 mm* d) 6000 mm

Last Answer : c) 6850 mm*

Description : In a temporary signaling arrangements for a bridge work in BG section, speed board shall be placed in advance of 30 m from the a) C.L. of the bridge b) Termination Board c) Start of the bridge/work spot* d) Caution Board

Last Answer : c) Start of the bridge/work spot*

Description : .In a temporary signaling arrangements for a bridge work in BG section, caution board shall be placed in advance of ……. m from start of the bridge/ work spot. a) 30 m b) 1200 m* c) 677 m d) 1000 m

Last Answer : b) 1200 m*

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..

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

Description : In case of water crossing danger level in bridges a) speed restriction be imposed b) traffic be suspended till water recedes c) traffic be suspended till a responsible person inspects the site and declares it safe for running traffic* d) bridge watchman is to be posted

Last Answer : c) traffic be suspended till a responsible person inspects the site and declares it safe for running traffic*

Description : DFWR weld shall be replaced. (i) Within 2 months of detection. (ii) Within 1 year of detection. (iii) Within 3 months of detection.* (iv) after 3 days of detection.

Last Answer : (iii) Within 3 months of detection.*

Description : Sensitivity calibration against temp. variation shall be carried out. (i) At least once in month* (ii) quarterly. (iii) at least once in six months (iv) Any of above.

Last Answer : i) At least once in month*

Description : The increased gain of 10 dbs for single line & ‘D’ marks rails on double/multiple lines shall be employed for classification of defects. (i) defect in weld (ii) defects in rail. * (iii) for both defects on weld & rail. (iv) None of above.

Last Answer : ii) defects in rail. *

Description : Rails used for A T Welding shall not normally be welded? (i) 20 years old . (ii) 30 years old (iii) 40 years old (iv) 50 years old*

Last Answer : iv) 50 years old*

Description : What is the speed restriction to be observed for train passing? (i) Necessary speed restriction shall be observed until the grinding operation is over.* (ii) 30KMPH (iii) 45 KMPH (iv) Not required

Last Answer : (i) Necessary speed restriction shall be observed until the grinding operation is over.*

Description : Pressure of Oxygen during pre-heating shall be? (i) 4.0 – 5.0 kg/ sq cm (ii) 5.0 – 6.0 kg/ sq cm (iii) 6.0 – 7.0 kg/ sq cm (iv) 7.0 – 8.0 kg/ sq cm *

Last Answer : (iv) 7.0 – 8.0 kg/ sq cm *

Description : ressure of LPG during pre-heating shall be? (i) 2.0 - 2.5 kg/ sq cm (ii) 2.0 - 2.5 kg/ sq cm (iii) 2.0 - 2.5 kg/ sq cm* (iv) 2.0 - 2.5 kg/ sq cm

Last Answer : (iii) 2.0 - 2.5 kg/ sq cm*

Description : Finished tolerance on 10 cm. long st. edge on surface of head shall be? (i) 0 to 0.1 mm (ii) 0 to 0.2 mm (iii) 0 to 0.4 mm* (iv) 0 to 0.3 mm

Last Answer : (iii) 0 to 0.4 mm*

Description : Finished tolerance on 10 cm long st. edge at the centre on gauge side shall be? (i) ± 0.4 mm (ii) ± 0.1 mm (iii) ± 0.2 mm (iv) ± 0.3 mm*

Last Answer : iv) ± 0.3 mm*

Description : Finished tolerance on 1 Mt. long st. edge on surface of head shall be? (i) 0 to .1 mm (ii) 1 to 1.5 mm (iii) 0 mm (iv) 0 to 1 mm*

Last Answer : (iv) 0 to 1 mm*

Description : Finished tolerance on 1 Mt. st. edge at the centre on gauge side shall be? (i) ± 0.2 mm (ii) ± 0.3 mm (iii) ± 0.5 mm* (iv) ± 1.0 mm

Last Answer : (iii) ± 0.5 mm*

Description : What is the validity after supervisors course (TW-3)? (i) Normally, supervisors shall not be required to undergo the course again. However, they may be sent for course on performance basis.* (ii) 2 years (iii) 5 Years (iv) 10 Years

Last Answer : (i) Normally, supervisors shall not be required to undergo the course again. However, they may be sent for course on performance basis.*

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*

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*

Description : For ‘B’ category stations as per minimum essential facility it is necessary to provide (a) High level platform (b) Medium level platform* (c) Rail level platform (d) All the above

Last Answer : (b) Medium level platform*

Description : For ‘A’ category stations it is necessary to provide (a) High level platform* (b) Medium level platform (c) Rail level platform (d) All the above

Last Answer : (a) High level platform*

Description : Numbers of latrines on ‘D’ category of stations as per norms for essential amenities is (a) 2 (b) 4* (c) 6 (d) 10

Last Answer : (b) 4*

Description : Numbers of latrines on ‘C’ category of stations as per norms for essential amenities is (a) 2 * (b) 4 (c) 6 (d) 10

Last Answer : (a) 2 *

Description : Numbers of latrines on ‘B’ category of stations as per norms for essential amenities is (a) 2 (b) 4 (c) 6 * (d) 10

Last Answer : (c) 6

Description : Numbers of latrines on ‘A’ category of stations as per norms for essential amenities is (a) 2 (b) 4 (c) 6 (d) 10*

Last Answer : d) 10*

Description : Numbers of taps on each platform of ‘C’ category station as per norms of minimum essential facility criteria are (a) 6* (b) 8 (c) 12 (d) 15

Last Answer : (a) 6*

Description : Numbers of taps on each platform of ‘B’ category station as per norms of minimum essential facility criteria are (a) 6 (b) 8 (c) 12* (d) 15

Last Answer : (c) 12*

Description : Numbers of taps on each platform of ‘A’ category station as per norms of minimum essential facility criteria are (a) 6 (b) 8 (c) 12 (d) 15*

Last Answer : d) 15*

Description : Category “B” station are those, where annual passenger earnings are (a) Rs. 6 to 10 crores (b) Rs. 3 to 6 crores* (c) Rs. 1 to 3 crores (d) Less than Rs. 1 crore

Last Answer : (b) Rs. 3 to 6 crores*

Description : For Category “A” stations, the annual passenger earning should be (a) Rs. 10 crores of more (b) Rs. 6 crores or more* (c) Rs. 3 crores or more (d) Less than Rs. 3 crores

Last Answer : b) Rs. 6 crores or more*

Description : What is the limit of Unevenness of A category of track a. 0 to 10 mm b. 0 to 5 mm c. 0 to 6 mm* d. 0 to 8 mm

Last Answer : c. 0 to 6 mm

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*

Description : The project report of final location survey gives tabulated statement of the following (a) Curve abstract (b) Gradient abstract (c) Bridge abstract (d) Important bridges (e) Station machinery (f) Stations and stations sites (g) All the above*

Last Answer : g) All the above*

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*

Description : A level crossing qualifies for construction of Road Over Bridge/ Under Bridge on Cost sharing basis with State Government when the Train Vehicle Unit is more than a) 50,000 b) 1, 00,000* c) 3, 00,000 d) 5, 00,000

Last Answer : b) 1, 00,000*

Description : In important bridge the total linear waterway is

Last Answer : 300 m or the total water way is 1000 sq.m.

Description : A bridge having super structure with “Single or duplicate girders with cross sleepers on top flanges” is classified as a) RSJ girder bridge b) Cross Girder c) Deck plate girder* d) Open web girder

Last Answer : c) Deck plate girder*

Description : While finalizing the IRBM, which of the following have been taken into account. a) Indian RailwaysGeneral Rules 1976 b) Indian Railways Code for Engineering Department 1993 c) Bridge Rules and Substructure d) All the above*

Last Answer : d) All the above*

Description : Payment to bridge staff on the section will be made by the pay clerk in the presence of a) SSE/SE/JE/ P.Way b) SSE/SE/JE/ Br.* c) SSE/SE/JE/ Works d) Office clerk

Last Answer : b) SSE/SE/JE/ Br.*