riodicity of recording of camber in PSC girders a) Once in a year* b) Once in two years c) Once in three years d) During the detailed inspection of SE/Br.

riodicity of recording of camber in PSC girders a) Once in a year*
b) Once in two years
c) Once in three years
d) During the detailed inspection of SE/Br.
by

1 Answer

Answer :

a) Once in a year*
by

Related questions

Periodicity of Under water inspection a) Once in a year b) Once in two years* c) Whenever high flood occurs d) Along with detailed inspection of SE/Br

Description : Periodicity of Under water inspection a) Once in a year b) Once in two years* c) Whenever high flood occurs d) Along with detailed inspection of SE/Br

Last Answer : b) Once in two years*

Initial inspection for PSC girders / Welded girder bridges as per IRBM 1998 a) Within one year of installation* b) Once in 3 years d) Once in 2 years d) Once in 5 years

Description : Initial inspection for PSC girders / Welded girder bridges as per IRBM 1998 a) Within one year of installation* b) Once in 3 years d) Once in 2 years d) Once in 5 years

Last Answer : a) Within one year of installation*

Periodical inspection of PSC & Composite girders a) Once in 3 years b) Once in 5 years * c) Once in 2 years d) Once in 5 years

Description : Periodical inspection of PSC & Composite girders a) Once in 3 years b) Once in 5 years * c) Once in 2 years d) Once in 5 years

Last Answer : b) Once in 5 years *

Periodical inspection of Welded girders a) Once in 3 years b) Once in 3 years* c) Once in 2 years d) Once in 5 years

Description : Periodical inspection of Welded girders a) Once in 3 years b) Once in 3 years* c) Once in 2 years d) Once in 5 years

Last Answer : b) Once in 3 years*

Piano wire is used for measuring the a) Distortion b)Camber in PSC girder c)Both a & b* d)None of above

Description : Piano wire is used for measuring the a) Distortion b)Camber in PSC girder c)Both a & b* d)None of above

Last Answer : c)Both a & b*

If the SSE/SE/JE/ Br. working in the section is not readily available, another SSE/SE/JE may be authorised by …………….. to witness payment on the section. a) DEN b) SSE/SE/JE/ c) AEN (Bridges)* d) Office clerk

Description : If the SSE/SE/JE/ Br. working in the section is not readily available, another SSE/SE/JE may be authorised by …………….. to witness payment on the section. a) DEN b) SSE/SE/JE/ c) AEN (Bridges)* d) Office clerk

Last Answer : c) AEN (Bridges)

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

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.*

Conventional method of camber recording a) Piano wire with counter weight* b) By using leveling instrument c) Offset method d) None of the above

Description : Conventional method of camber recording a) Piano wire with counter weight* b) By using leveling instrument c) Offset method d) None of the above

Last Answer : a) Piano wire with counter weight*

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*

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

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*

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

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*

Curve inspection shall be carried out by Sectional PWI a. Once in three months b. Once in six months c. Once in four months* d. None of above

Description : Curve inspection shall be carried out by Sectional PWI a. Once in three months b. Once in six months c. Once in four months* d. None of above

Last Answer : c. Once in four months

Frequency of TTM tamping on PSC sleepers track a. 2 years or 100 GMT which ever is earlier* b. 2 years or 150 GMT which ever is earlier c. 1.5 years or 200 GMT which ever is earlier d. 2 years or 175 GMT which ever is earlier

Description : Frequency of TTM tamping on PSC sleepers track a. 2 years or 100 GMT which ever is earlier* b. 2 years or 150 GMT which ever is earlier c. 1.5 years or 200 GMT which ever is earlier d. 2 years or 175 GMT which ever is earlier

Last Answer : a. 2 years or 100 GMT which ever is earlier*

Temporary staging for casting PSC Box Girder for a ROB over the Railway span shall be removed a) after hardening of concrete b) before hardening of concrete c) during concreting d) after stressing the cables

Description : Temporary staging for casting PSC Box Girder for a ROB over the Railway span shall be removed a) after hardening of concrete b) before hardening of concrete c) during concreting d) after stressing the cables

Last Answer : d) after stressing the cables

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

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*

At locations where access to the new bridge construction is available by rail, the launching of girders upto 18.3 m which method is ideal. a) slew in slew out method b) gantry method c) Launching of girders with the help of a BFR*: d) Pantoon method

Description : At locations where access to the new bridge construction is available by rail, the launching of girders upto 18.3 m which method is ideal. a) slew in slew out method b) gantry method c) Launching of girders with the help of a BFR*: d) Pantoon method

Last Answer : c) Launching of girders with the help of a

Under slung girders can be used in a) Plain section b) Ghat section* c) Aquaduct d) Viaduct

Description : Under slung girders can be used in a) Plain section b) Ghat section* c) Aquaduct d) Viaduct

Last Answer : b) Ghat section*

n Girder and Slab Bridges Danger level should be marked below bottom of girders/slabs for water way is > 12.20 < 30.5 m a) 300 mm b) 600 mm* c) 500 mm d) 450 mm

Description : n Girder and Slab Bridges Danger level should be marked below bottom of girders/slabs for water way is > 12.20 < 30.5 m a) 300 mm b) 600 mm* c) 500 mm d) 450 mm

Last Answer : b) 600 mm*

In Girder and Slab Bridges Danger level should be marked below bottom of girders/slabs for water way is > 6.10 < 12.2 m a) 300 mm b) 600 mm c) 450 mm* d) 500 mm

Description : In Girder and Slab Bridges Danger level should be marked below bottom of girders/slabs for water way is > 6.10 < 12.2 m a) 300 mm b) 600 mm c) 450 mm* d) 500 mm

Last Answer : c) 450 mm*

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*

Bearings for plate girders are -- a) roller bearing b) sliding bearings c) centralised articulated bearings* d) None of the above

Description : Bearings for plate girders are -- a) roller bearing b) sliding bearings c) centralised articulated bearings* d) None of the above

Last Answer : c) centralised articulated bearings*

The load transferred from rails to web of girders is in a) deck type girder b) through type girder c) semi-through type girder* d) plate girder

Description : The load transferred from rails to web of girders is in a) deck type girder b) through type girder c) semi-through type girder* d) plate girder

Last Answer : c) semi-through type girder*

In shallow type girders, the rail level shall be a) 25mm above the top flange of girder* b) near the bottom of the girder c) near the middle of the girder d) below the girder

Description : In shallow type girders, the rail level shall be a) 25mm above the top flange of girder* b) near the bottom of the girder c) near the middle of the girder d) below the girder

Last Answer : a) 25mm above the top flange of girder*

PSC is the abbreviation of…

Description : PSC is the abbreviation of…

Last Answer : Prestressed Concrete

Steel channel sleepers are provided in bridges with superstructure of a) PSC slab b) PSC girder c) Steel girder* d) RCC Box

Description : Steel channel sleepers are provided in bridges with superstructure of a) PSC slab b) PSC girder c) Steel girder* d) RCC Box

Last Answer : c) Steel girder*

Track structure for CC+8 t+ 2 t loaded trains is:- (a) 52 Kg 90 UTS;PSC 1540 sleepers/ Km.; 250 mm ballast. (b) 60 Kg 90 UTS;PSC 1660 sleepers/ Km.; 300 mm ballast.* (c) 52 Kg 72 UTS;PSC 1540 sleepers/ Km.; 300 mm ballast. (d) 90 R;PSC 1340 sleepers/ Km.; 250 mm ballast.

Description : Track structure for CC+8 t+ 2 t loaded trains is:- (a) 52 Kg 90 UTS;PSC 1540 sleepers/ Km.; 250 mm ballast. (b) 60 Kg 90 UTS;PSC 1660 sleepers/ Km.; 300 mm ballast.* (c) 52 Kg 72 UTS;PSC 1540 sleepers/ Km.; 300 mm ballast. (d) 90 R;PSC 1340 sleepers/ Km.; 250 mm ballast.

Last Answer : b) 60 Kg 90 UTS;PSC 1660 sleepers/ Km.; 300 mm ballast.*

Camber in steel triangulated girder is provided to compensate for deflection a) Under live load and dead load* b) Under live load c) Under dead load d) None of the above

Description : Camber in steel triangulated girder is provided to compensate for deflection a) Under live load and dead load* b) Under live load c) Under dead load d) None of the above

Last Answer : a) Under live load and dead load*

A bridge is generally specified as “Br. No. 180 (5x9.10m G) at km 345/5-6”. a) Effective Span b) Width of bridge c) Clear Span* d) Overall length of bridge

Description : A bridge is generally specified as “Br. No. 180 (5x9.10m G) at km 345/5-6”. a) Effective Span b) Width of bridge c) Clear Span* d) Overall length of bridge

Last Answer : c) Clear Span*

Testing of welds by a) Dye penetrant test b) Magnetic particle inspection c) Radiographic inspection d) All the above*

Description : Testing of welds by a) Dye penetrant test b) Magnetic particle inspection c) Radiographic inspection d) All the above*

Last Answer : d) All the above

A detailed project report of the proposed railway line is made after (a) Preliminary survey (b) Reconnaissance survey (c) Final location survey* (d) Traffic survey

Description : A detailed project report of the proposed railway line is made after (a) Preliminary survey (b) Reconnaissance survey (c) Final location survey* (d) Traffic survey

Last Answer : (c) Final location survey*

Investigation for important bridges may be carried out in which stage a) Technical feasibility study (reconnaissance survey) b) Techno-economic feasibility study (preliminary engineering survey) c) Detailed survey and project report stage (final location survey) d) All the above *

Description : Investigation for important bridges may be carried out in which stage a) Technical feasibility study (reconnaissance survey) b) Techno-economic feasibility study (preliminary engineering survey) c) Detailed survey and project report stage (final location survey) d) All the above *

Last Answer : d) All the above

The frequency of census at a level crossing having TVU between 75000 to 1 lakh will be once a) In 2 years b) In 3 years* c) In 4 years d) Every year

Description : The frequency of census at a level crossing having TVU between 75000 to 1 lakh will be once a) In 2 years b) In 3 years* c) In 4 years d) Every year

Last Answer : b) In 3 years*

Periodical Census of traffic at unmanned level Crossings should be done once in a) Once in 6 years b) Every year c) Once in 3 years* d) Once in 5 years

Description : Periodical Census of traffic at unmanned level Crossings should be done once in a) Once in 6 years b) Every year c) Once in 3 years* d) Once in 5 years

Last Answer : c) Once in 3 years*

Deep screening of entire track must be done at least:- (a) Once in a quarter. (b) Once in a year. (c) Once in 5 years. (d) Once in 10 years.*

Description : Deep screening of entire track must be done at least:- (a) Once in a quarter. (b) Once in a year. (c) Once in 5 years. (d) Once in 10 years.*

Last Answer : (d) Once in 10 years.*

Greasing of bearings of Steel girder bridges is done once in years.

Description : Greasing of bearings of Steel girder bridges is done once in years.

Last Answer : Three

what is the value of long chord for measuring unevenness in track recording a. 3.6 meter b. 9.6 meter* c. 7.2 meter d. 4.8 mete

Description : what is the value of long chord for measuring unevenness in track recording a. 3.6 meter b. 9.6 meter* c. 7.2 meter d. 4.8 mete

Last Answer : b. 9.6 meter*

What is the formula of TGI for track recording a. UI+4TI+6GI+AI/10 b. 2UI+TI+GI+6AI/10* c. 3UI+TI+2GI+5AI/10 d. 2UI+2tI+2GI+4AI/10

Description : What is the formula of TGI for track recording a. UI+4TI+6GI+AI/10 b. 2UI+TI+GI+6AI/10* c. 3UI+TI+2GI+5AI/10 d. 2UI+2tI+2GI+4AI/10

Last Answer : b. 2UI+TI+GI+6AI/10*

What is the frequency of track recording of the sections having speed more than 110 kmph to 130 kmph a. 4 Months b. 2 Months c. 6 Months d. 3 Months

Description : What is the frequency of track recording of the sections having speed more than 110 kmph to 130 kmph a. 4 Months b. 2 Months c. 6 Months d. 3 Months

Last Answer : d. 3 Months

What is the full form of OMS used for track recording a. Outer most Surface b. Oscillation Monitoring system* c. Only measuring system d. Official measurement system

Description : What is the full form of OMS used for track recording a. Outer most Surface b. Oscillation Monitoring system* c. Only measuring system d. Official measurement system

Last Answer : b. Oscillation Monitoring system*

Lubrication of ERC and inserts in corrosion prone areas and platform line is done:- (a) Once in a month. (b) Once in a fortnight. (c) Once in a week. (d) Once in a year.*

Description : Lubrication of ERC and inserts in corrosion prone areas and platform line is done:- (a) Once in a month. (b) Once in a fortnight. (c) Once in a week. (d) Once in a year.*

Last Answer : (d) Once in a year.*

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.

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*

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*

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

What is the validity after Refresher course for welders (TW-2)? (i) Six monyhs (ii) One year (iii) Two years.* (iv) All are wrong

Description : What is the validity after Refresher course for welders (TW-2)? (i) Six monyhs (ii) One year (iii) Two years.* (iv) All are wrong

Last Answer : (iii) Two years.*

What is the life of portion? (i) 2 years (ii) No specific life.* (ii) 6 months (iv) 1 year

Description : What is the life of portion? (i) 2 years (ii) No specific life.* (ii) 6 months (iv) 1 year

Last Answer : (ii) No specific life.*

Frequency of overhauling for a level crossing with PRC sleepers shall be a) Every year c) Every 2 years* c) Every 3 years d) Every 5 years

Description : Frequency of overhauling for a level crossing with PRC sleepers shall be a) Every year c) Every 2 years* c) Every 3 years d) Every 5 years

Last Answer : c) Every 2 years*

How many detonators are planted during protection of track for welding site ? (i) One (ii) Two (iii) Three* (iv) None of the above

Description : How many detonators are planted during protection of track for welding site ? (i) One (ii) Two (iii) Three* (iv) None of the above

Last Answer : iii) Three*

Once project planning is complete, project managers document their plan in A. SPMP document B. SRS document C. Detailed Design document D. Excel Sheet

Description : Once project planning is complete, project managers document their plan in A. SPMP document B. SRS document C. Detailed Design document D. Excel Sheet

Last Answer : A. SPMP document

Once the project is approved and moves into the planninb. The total risk on the project typically reduces as activities are performed without loss. c. Risks must be weighed against the potential benefit of the project’s success in order to decide if the project should be chosen. d. Risks are identified with each major group of activities. e. A risk response plan can be used to identify increasing levels of detailed risk analysisg stage, what happens in the next phase of the project life cycle? Select one: a. Agreements for risk sharing need to be concluded.

Description : Once the project is approved and moves into the planning stage, what happens  in the next phase of the project life cycle? Select one: a. Agreements for risk sharing need to be concluded. ... activities. e. A risk response plan can be used to identify increasing levels of detailed risk analysis

Last Answer : d. Risks are identified with each major group of activities.

Once the project is approved and moves into the planning stage, what happens in the next phase of the project life cycle?Select one: a. Agreements for risk sharing need to be concluded. b. The total risk on the project typically reduces as activities are performed without loss. c. Risks must be weighed against the potential benefit of the project’s success in order to decide if the project should be chosen. d. Risks are identified with each major group of activities. e. A risk response plan can be used to identify increasing levels of detailed risk analysis

Description : Once the project is approved and moves into the planning stage, what  happens in the next phase of the project life cycle? Select one: a. Agreements for risk sharing need to be concluded. ... activities. e. A risk response plan can be used to identify increasing levels of detailed risk analysis

Last Answer : d. Risks are identified with each major group of activities.