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Construction Planning and Management

Construction Planning and Management
Time and progress chart of a construction, is also known as

Gantt chart
All listed here
Modified Mile stone chart
Bar chart

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Construction Planning and Management
Critical path

Is always shortest
May be shortest
Is always longest
May be longest

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Construction Planning and Management
The most suitable type of equipment for compaction of cohesive soils is

Vibratory rollers
Tampers
Sheep foot rollers
Smooth-wheeled rollers

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Construction Planning and Management
A CPM family includes

CPA (Critical Path Analysis)
MCE (Minimum Cost Expenditure)
CPP (Critical Path Plotted)
All listed here

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Construction Planning and Management
A four wheel truck or whose operating weight is 12000 kg is pulled along a road having a rising slope of 2% at a uniform speed. Assume grade resistance factor = 10 kg/tonne. The tension in the tow cable is 720 kg. The rolling resistance of the road will be

40 kg/tonne
50 kg/tonne
20 kg/tonne
30 kg/tonne

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Construction Planning and Management
The time which results in the least possible construction cost of an activity, is known as

Slow time
Standard time
Normal time
Crash time

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