Time Left : 00:00
A
= CsQs / Qs+Qr
B
= CsQs+CrQr / QsQr+CrQ
C
= CsQs+CrQr / Qs+Qr
D
= CsQs / QsQr+CrQr
A
Concrete ball test is a sample laboratory test.
B
The compaction factor for the concrete of very low workability is 0.78
C
The workability of concrete is mainly affected by the water-cement ratio and aggregate-cement ratio.
D
Slump test of workability gives good results for the rich mix concrete.
A
Special Data Book
B
Special Data Record
C
Standard Data Book
D
Specific Data Record
A
Plane table survey
B
Tacheometry survey
C
Compass survey
D
Chain Survey
A
Vertical bars on Horizontal time scale
B
Horizontal bars on Horizontal time scale
C
Horizontal bars on Vertical time scale
D
Vertical bars on Vertical time scale
A
putrefaction
B
denitrification
C
biodegradation
D
filtration
A
Most likely time estimate
B
Expected time estimate
C
Pessimistic time estimate
D
Optimistic time estimate
A
182.53 m
B
195.84 m
C
192.53 m
D
166.55 m
A
20%
B
10%
C
15%
D
8%
A
Mechanics
B
Engineering Mechanics
C
Physical science
D
Science of rigid body
A
Riding overlay over flexible pavement
B
Flexible pavement
C
Bituminous overlay over cement concrete surface
D
Rigid pavement
A
To provide traffic signal base
B
To join rails with the sleeper
C
To allow rail to expand and contract freely
D
To join the two rails together
A
Time and resource-consuming part of project
B
Only resource-consuming part of project
C
Neither time nor resource-consuming part of project
D
Only time-consuming part of project
A
Rework, $8,050
B
Rework, $6,050
C
Scrap, $2,500
D
Scrap, $4,950
A
Grain size
B
Oval shape
C
Grain shape
D
Compaction of stratum
A
Non adjustment of bubble tube
B
Refraction
C
Earth`s curvature
D
Non adjustment of line of collimation
A
3.5
B
2.7
C
1.8
D
1.5
A
Chlorination
B
Flocculation
C
Sedimentation
D
Electrodialysis
A
SF= W/2, BM = WL/8
B
SF= W/2, BM = WL/4
C
SF= W, BM = WL/4
D
SF= W/2, BM = WL/2
A
Fulkerson`s rules can be used for numbering the events.
B
Network diagram is an essential part of the CPM and PERT technique.
C
Knowledge of the precedence relationship between activities is necessary for making the project network diagram.
D
A project network diagram can have only one critical path.