M1 CONCEPTS Flashcards

1
Q
  • An endeavor that is undertaken to produce
    required results
  • Has a start and a finish
  • Is unique and one time
  • Has an output/ product
A

Construction Project

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2
Q

Key Roles in a Construction Project

A
  • Owner
  • Contractor
  • Designer
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3
Q

Key Components of a Construction Project

A
  • Scope
  • Budget
  • Schedule
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4
Q

Construction Project Phases

A
  • Project Definition
  • Project Scope
  • Project Budgeting
  • Project Planning
  • Project Scheduling
  • Project Tracking
  • Project Close-out
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5
Q

Five Basic Functions of Project Management

A
  1. Planning
  2. Organizing
  3. Staffing
  4. Directing
  5. Controlling
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6
Q

“Horizontal Construction” - Includes highways, airports, railroads, bridges, canals, harbors, dams, and other major public
works.

A

Heavy Construction

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7
Q

”Vertical Construction” - Involves building construction; private or public; residential or non-residential.

A

Building Construction

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8
Q
  • process of moving soil or rock
  • processing soil or rock so it meets construction requirements
A

Earthmoving

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9
Q

Processes of Earthmoving

A
  1. Excavating
  2. Loading and hauling
  3. Placing (dumping and spreading)
  4. Compacting
  5. Grading and finishing
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10
Q

Earthmoving materials

  • materials that make up the crust of the earth

Characteristics: Trafficability, Loadability

A

Soil and rock

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11
Q

Soil Classification System

uses two letter symbols, and has designations for either coarse-grained soils or fine grained
soils

A

Unified Soil Classification System (USCS)

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12
Q

Soil Classification System

Soils in this system are classified as types A-1 through A-7, depending on the grading percentages of a sample

A

American Association of State Highway and Transportation Officials

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13
Q

Soil Conditions:

material is in natural state before disturbance.

A

Bank

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14
Q

Soil Conditions:

material that has been excavated or loaded.

A

Loose

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15
Q

Soil Conditions:

material condition after compaction.

A

Compacted

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16
Q

Soil Conditions:

soil increases in volume when it is excavated

A

Swell

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17
Q

Soil Conditions:

the soil will occupy less volume than it did under either the bank or loose conditions. reverse of swell

A

Shrinkage

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18
Q

power-driven digging machine

A

Excavator

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19
Q

Consideration for selection of Excavator Specifications

A
  • maximum depth for excavation
  • working radius of the bump
  • dumping height required for each bucket
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20
Q

Two Types of Excavator

A
  • Hydraulic Excavator
  • Hydraulic Shovel
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21
Q

versatile machine that has the longest reach for digging and dumping-part of the crane-shovel family

A

Draglines

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22
Q

a crane-shovel equipped with a
crane boom and clamshell bucket

A

Clamshells

23
Q

are primarily used for lifting , lowering , and transporting loads. They move loads horizontally by swinging or traveling.

24
Q

Beams that widen the effective base of a crane

25
-Cranes intended for lifting very heavy loads are usually crawler-mounted lattice-boom models -such cranes has a maximum lifting capacity of 230 tons
Heavy Lift Cranes
26
Special type of cranes. Used on building construction projects because of its wide operating radius and almost unlimited height capability.
Tower Cranes
27
Major Types of cranes
1. Horizontal jib type 2. Luffing boom cranes 3. Articulated jib
28
A tractor equipped with a front-mounted earthmoving blade
Dozers
29
* A tractor equipped with a front-end bucket is called * Used for excavating soft to medium-hard material, loading hoppers and haul units, stockpiling material, backfilling ditches and moving concrete and other construction equipment.
Loaders
30
Hauling equipment
Trucks and Wagons
31
The process of increasing the density of a soil by mechanically forcing the soil particles closer together, thereby expelling air from the void spaces in the soil.
Compaction
32
Increase in soil density of a cohesive soil resulting from the expulsion of water from the soil's void spaces
Consolidation
33
Benefits of Compaction
* Increased bearing strength * Reduced compressibility * Improved volume-change characteristics * Reduced permeability
34
Factors affecting degree of compaction
a. Soil's **physical and chemical** **properties** b. Soil's **moisture content** c. Compaction **method** employed d. Amount of **compactive effort** e. **Thickness of soil** layer being compacted (lift thickness)
35
Four Compaction forces
1. Static weight 2. Manipulation (or kneading) 3. Impact 4. vibration
36
Compaction force most effective for plastic soils
Kneading and Impact
37
Compaction force most effective for cohesionless soils
Vibrations
38
Typical testing methods for Compaction
1. Proctor Test (moisture density relation) 2. Standard Proctor Test 3. Modified Proctor Test
39
* maximum dry density under a specific compaction effort. * uses Proctor Test by ASTM or AASHTO
Optimum Moisture Content
40
Traditional Method of Measuring Field Density
Compacted density =dry weight (material removed)/ volume of hole
41
# **Types of Compaction equipment:** utilize a compaction drum equipped with a number of protruding feet (e.g. sheepsfoot roller).
Tamping Foot Roller
42
# **Types of Compaction equipment:** Utilize a compactor drum made up of a heavy steel mesh. They are capable of both crushing and compacting soft rock.
Grid or Mesh Rollers
43
# **Types of Compaction equipment:** Available in a wide range of sizes and types. Most **effective in compacting noncohesive soils**, they are also effective in **compacting cohesive soils** when operated at low frequency and high amplitud
Vibratory Compactors
44
# **Types of Compaction equipment:** used for compacting granular bases, asphaltic. Also effective in smoothing surfaces of soils that have been compacted by tamping rollers.
Steel wheel or smooth drum rollers
45
# **Types of Compaction equipment:** Available as light- to medium-weight multi-tired rollers and heavy rollers. **Effective on almost all types of soils** but are **least effective on clean sands and gravels**.
Rubber-tired or pneumatic rollers
46
# **Types of Compaction equipment:** small impact-type compactors which are primarily used for compaction in confined areas.
Rammers or tampers
47
Maximum lift thickness suggested for all rollers except vibratory rollers and heavy pneumatic rollers.
15 to 20 cm
48
Lift thickness for heavy pneumatic rollers
30 cm or more
49
Appropriate lift thickness for granular soils
20 cm for 1-ton compactor to 122 cm for 15-ton compactor.
50
the process of cutting down high spots and filling in low spots of each roadway layer
Balancing
51
the process of bringing earthwork to the desired shape and elevation (or grade).
While Grading
52
simply finishing, involves smoothing slopes, shaping ditches, and bringing the earthwork to the elevation required by the plans and specification.
Finish Grading
53
one of the most versatile items of earthmoving equipment. It can be used for light stripping, grading, finishing, trimming, bank sloping, ditching, backfilling, and scarifying. It is also capable of mixing and spreading soil and asphaltic mixtures.
Motor Grader