B3e551 Vol 2 is a specialized quiz focused on soil mechanics, assessing knowledge on soil particle sizes, moisture types, and material characteristics. Ideal for learners in geotechnical fields, it enhances understanding of soil properties crucial for construction and engineering projects.
aluminum, and other metals to give a particular property.
carbon, and other metals to give a particular property.
Carbon, and molybdenum to give a particular property
carbon, and nickel to give a particular property
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Pine
Maple
Evergreen
Decidious
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Traps
Air gap
Air chamber
Gas chamber
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Cause project designers to modify the contract
Delay the completion of the punch list items
Change the accuracy of the 35% drawings
Increase the overall cost of a contract
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Four and Seven
Zero and Four
Zero and Seven
Two and Four
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The frame of a roll-up overhead door.
The structure supporting a water tower
The frame of a warehouse shelving system
The frame of an Alaskan Small Shelter System tent
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glazing.
Calvinization
Galvanization
cathodic protection.
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Insulating
Finishing
Plumbing
Covering
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Convection, conduction, and radiation
Radiation, conduction, and circulation
Conduction, radiation, conditioning, and convection
Convection, conduction, radiation and air temperature
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Water to drain between their cracks during heavy precipitation.
For easier removal and replacement if one if damaged.
the PCC to expand and contract according to temperature changes
The ACC to expand and contract according to temperature changes.
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Structural frames
Glass panes.
Coatings
Spacers
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Construction manager
Contracting officer
Project engineer
Project designer
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Oriented strand board
Particle board
Plywood
Glulam
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3 feet
4 feet
6 feet
8 feet
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A physical connection between two non-portable water systems
A connection of two or more water systems in the shape of a cross
A physical connection between industrial and domestic water systems
A physical connection between potable and non-potable water systems
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The maximum dry density.
The peak point of compaction.
The optimal moisture content for soil compaction.
The compaction curve displaying all dry densities.
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The amount of flow of the sample.
The amount of deformation of the sample
The amount of deformation of the sample at 140°F.
Whether the hot mix asphalt (HMA) design can support the intended traffic load.
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Stagnant gases will build up
Sewage may begin to ferment
Sewage will get to its destination faster
Sewage can overflow at ventilation points
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Air hammer, traps, and backflow prevention
Backflow prevention, traps, and air chambers
Air gaps, air traps, and air hammer prevention
Backflow prevention, vent stacks, and air chambers
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0
17
34
48
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Preliminary
Equipment
Detailed
Labor
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Six major and three minor.
Three major and six minor.
Ten major and four minor.
Four major and ten minor.
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The vertical distance between the slump cone and the free standing concrete sample
The horizontal distance between the bottom of the slump cone and the top of the free standing concrete sample
The vertical distance between the top of the slump cone and the top of the free standing concrete sample
The horizontal distance between the top of the slump cone and the free standing concrete sample.
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ANSI 2–1.
ASTM C90
ANSI C90
ASTM 2–1
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W
S
C
L
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108
132
162
270
Mass wall
Shear wall
Cavity wall
Barrier wall
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Default circuit interrupter.
Fault circuit interrupter.
Floor circuit interrupter
Fault circuit breaker
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Compactability
Intertwining
Interlocking
Angular
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70
60
42
15
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Dynamic
Live
Static
Dead
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Cobbles
Gravels
Silts
Fines
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Subangular
Platy
Bulky
Flat
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GP
GW
WG
GM
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Distance between sample halves, distance of cup drop, and number of blows per minute
13.5mm, 10mm, and 120 blows
Distance between samples, distance of cup drop, and number of blows per minute
13.5mm, 10mm, and 25 blows
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3.12.
31.2.
7.99
79.9
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Type O
Type N
Type S
Type M
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Never work on an energized circuit or apparatus
Label each circuit breaker to identify the circuit it controls
Be careful not to act as a ground when working near electricity
Maintain 30 inches of clear floor space in all directions for electrical panels
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Organics.
Water
Fines
Air
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Silty soils are very gritty on the teeth while clayey soils feel smooth and powdery
Silty soils are gritty on the teeth while clayey soils feel smooth and powdery
Clayey soils are gritty on the teeth while silty soils feel smooth and powdery
Silty soils have hard, sharp particles while clayey soils feel smooth and powdery
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0%
4%-7%
2%-4%
2%-7%
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When a wall needs to be reinforced with steel rods.
When the weight of the wall needs to be reduced.
When there is a limited ability to construct complex concrete forms
When concrete walls do not need to be reinforced
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Americans with Disabilities Act.
Unified Facilities Criteria
Department of Highway and Transportation Office
American Association of State Highway and Transportation Officials
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Water main
Water service pipe
Water supply system
Water distribution pipes
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Compression strength
Torsion strength
Tension strength
Tensile strength
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Cause excessive deflection and vibration
Fail under excessive dynamic loads
Bend under an excessive load
Damage ceiling tiles
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Coarse sand.
Sand
Course Gravel
Gravel
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Thermal insulation
Adequate sound damping
Keep out the wind and rain
Structurally support the building.
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Quiz Review Timeline (Updated): Mar 17, 2023 +
Our quizzes are rigorously reviewed, monitored and continuously updated by our expert board to maintain accuracy, relevance, and timeliness.