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BSD CHAPTER 5

BSD CHAPTER 5
77問 • 2年前
  • Lance Margaux Sampayan
  • 通報

    問題一覧

  • 1

    What is the first program of work to be considered in construction?

    Master Format

  • 2

    Earthworks

    Excavation, Backfill, Earthfill

  • 3

    is the process of moving things like earth, rock, or other materials with tools, equipment, or explosives. ... In construction, excavation is used to create building foundations, reservoirs, and roads.

    Excavation

  • 4

    is defined as to return soil and other materials to a hole after it was dug

    backfill

  • 5

    means an excavated or otherwise disturbed suitable soil which is imported and placed over the native soil

    Earthfill

  • 6

    What are the 3 key factors to be considered in quantity surveying?What are the 3 key factors to be considered in quantity surveying?

    Materials, Equipment, Labor

  • 7

    Division 2

    Siteworks

  • 8

    AASHTO

    American Association Of State Highways and Transportation Officials

  • 9

    ANSI

    American National Standard Institute

  • 10

    ASTM

    American Society For Testing And Materials

  • 11

    DPWH

    Department Of Public Works And Highways

  • 12

    USCS

    Unified Soil Classification System

  • 13

    above 75mm

    Boulders

  • 14

    75 to No.10 sieve

    Gravel

  • 15

    No.10 to No.40 sieve

    Coarse Sand

  • 16

    No.40 to 200 sieve

    Fine Sand

  • 17

    passing No.200 sieve

    Silt-Clay Particles

  • 18

    Filling Materials

    Soil, Sand, Crushed Stones

  • 19

    used to raise an existing grade, or as a man- made-deposit; generally used under footings, pavers, or concrete slabs on grade

    Earthfill

  • 20

    used to prevent the movement of fine particles out of soils and other natural materials through which seepage occurs; conforming to ASTM C 33, size 67.

    Granular Fill/Filters

  • 21

    term used in construction for a hole, pit or excavation that has been dug for the purposes of removing gravel, clay and sand used in a construction project such as when building an overpass or embankment. selected laboratory-approved pit-run gravel, disintegrated granite, sand, shale, cinders or other similar materials with not more than 35% fraction passing the No. 200 sieve.

    Borrow Fill

  • 22

    hard durable fragments of stone and a filler of sand or other finely divided mineral matter, free from vegetable matter and lumps of clay, complying with the following AASHTO METHODS T-11 and T-26 Grading Requirements:hard durable fragments of stone and a filler of sand or other finely divided mineral matter, free from vegetable matter and lumps of clay, complying with the following AASHTO METHODS T-11 and T-26 Grading Requirements:

    Base Course Materials

  • 23

    Local Borrow Fill Materials

    BANDA Y BANDA,ESCOMBRO P5,000per1516cum, ESCOMBRO – BULIK (for Riprap)

  • 24

    Construction materials consisting of synthetic components made for use with or within earth materials generally are referred to as geosynthetics.

    Geosynthetics

  • 25

    Geosynthetics can be further categorized into the following components:

    Geotextile, geomembrane, geocomposite, geonets, geocells

  • 26

    are the most common geosynthetics, and consist of woven or nonwoven fabric made from polymeric materials such as polyester or polypropylene generally used for reinforcement, separation, filtration, and in-plane drainage.

    Geotextile

  • 27

    are continuous polymeric sheets that are impermeable.

    Geomembrane

  • 28

    consist of a combination of geosynthetic components; are usually sheet or edge drains consisting of a prefabricated core to which a geotextile filter is bonded.

    Geocomposites

  • 29

    is a type of geosynthetic that consists of a continuous extrusion of polymeric ribs that form void space through which provide in- plane flow capacity. Geonets are available with or without bonded geotextile filters. Geonets with bonded geotextile filters are sometimes referred to as composite drainage nets (CDNs).

    Geonets

  • 30

    are three-dimensional prefabricated polymeric systems ranging from 100 to 200 mm (4 to 8 inches) high. The geocell systems are collapsed for delivery to the site. Upon arrival at a site, they are spread open and filled to form a three- dimensional reinforced mattress.

    Geocells

  • 31

    ❑ Termite Resistant Sand ❑ Termite Mesh ❑ Home Construction (elevated/on pillars)❑ Termite Resistant Sand ❑ Termite Mesh ❑ Home Construction (elevated/on pillars)

    Physical Barrier

  • 32

    Soil Poisoning ❑ Chemical Treatment (Solignum/others)

    Chemical Barrier

  • 33

    The objective of this method is to attract the termite workers to forage on a slow- acting insect-growth regulator (IGR) called hexaflumuron that will work to eliminate the termite workers population and eventually result in the death of the queen and any subsequent future queens, and therefore the entire colony. ❑ Pest Control

    Colony Elimination Bait System

  • 34

    is a filter layer of finer material that is installed over a coarse road base material. The purpose of the choker course is to provide a stable foundation of fine-grained aggregate for the construction of a pavement.is a filter layer of finer material that is installed over a coarse road base material. The purpose of the choker course is to provide a stable foundation of fine-grained aggregate for the construction of a pavement.

    Choker Aggregate

  • 35

    what is this?

    Borrow Material

  • 36

    ?

    Base Course Material

  • 37

    paving for roads and other surfaces formed by grading and compacting layers of crushed stone or gravel, then the top layer is bound by asphalt to stabilize the stone, provide a smoother surface, and seal against water penetration.

    Asphaltic Macadam

  • 38

    when one or more courses or layers of asphalt an asphalt leveling course made of an asphalt and aggregate mixture of variable thickness to correct the contour of existing surface, are placed on existing pavement.

    Asphaltic Overlay

  • 39

    ?

    Crawler Excavator

  • 40

    ?

    Dragline Excavator

  • 41

    ?

    Skid Steer

  • 42

    ?

    Long Reach

  • 43

    ?

    Backhoe Excavator

  • 44

    ?

    Power Shovel

  • 45

    ?

    Crawler Bulldozer

  • 46

    For digging, material handling & drillingFor digging, material handling & drilling

    Excavator Group

  • 47

    Land clearing, earthmoving & road building

    Bulldozer Group

  • 48

    ?

    Shiphold Bulldozer

  • 49

    ?

    Wheel Bulldozer

  • 50

    ?

    Mulcher Bulldozer

  • 51

    ?

    Mini Bulldozer

  • 52

    ?

    Hybrid Bulldozer

  • 53

    Creating flat surfaces and road building

    Grader Group

  • 54

    Parts Of A Motor Grader

    Frame, Operators Cab, Prime Mover, Moldboard, Scarifier

  • 55

    Moving & lifting materials

    Crane/Telehandlers Group

  • 56

    ?

    Mobile Crane w/ Boom

  • 57

    ?

    Forklift

  • 58

    ?

    Tower Crane (Hammerhead)

  • 59

    ?

    Mobile Crane

  • 60

    Moving sand, gravel, soil & other demolition waste

    Dumbtruck Group

  • 61

    ?

    The Usual 3-Cubic Truck(Canter)

  • 62

    ?

    10 Cubic Truck

  • 63

    Creating a level grade, compacting crushed rocks

    Compactor Group

  • 64

    ?

    Plate Compactor

  • 65

    ?

    Double Drum Roller Compactor

  • 66

    has its beginning in 1824

    Concrete

  • 67

    took out a patent in England called the Portland Cement (the cement being similar in color to Portland stone, popular in England at the time).

    Joseph Aspdin

  • 68

    It became widely used in Europe during the late

    1800's

  • 69

    is typically made with portland cement, a mixture of silica sand, limestone, clay, chalk and other ingredients melted together at blistering temperatures. In concrete, this paste binds 'aggregate' - chunks of rock and sand.

    Modern Concrete

  • 70

    Theirs was created with volcanic ash, lime and seawater, taking advantage of a chemical reaction Romans may have observed in naturally cemented volcanic ash deposits called tuff rocks.Theirs was created with volcanic ash, lime and seawater, taking advantage of a chemical reaction Romans may have observed in naturally cemented volcanic ash deposits called tuff rocks.

    Roman Concrete

  • 71

    is a binding agent that can be used to stick various building materials together.

    Cement

  • 72

    a stonelike material obtained by permitting a carefully proportioned mixture of CEMENT, GRAVEL, SAND OR OTHER INERT MATERIALS AND WATER are used to harden in forms of the shape and dimension of the desired structures

    Concrete

  • 73

    istheamountofwaterused per bag of cement.

    Water-Cement Ratio

  • 74

    An artificial stone as a result of mixing cement, fine aggregates, course aggregates and water

    Plain Concrete

  • 75

    Types Of Concretes

    G1, S1, Mix,3/4,3/8

  • 76

    are made by treating molten blast furnace slag with controlled quantities of water or steam.

    Expanded Slags (foam slags)

  • 77

    hasbeen usedfor precast blocks,cast-in-placewallsofhousesandforpanelfillingofsteel- framed buildings.

    Foamed Slags

  • Quiz

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    問題一覧

  • 1

    What is the first program of work to be considered in construction?

    Master Format

  • 2

    Earthworks

    Excavation, Backfill, Earthfill

  • 3

    is the process of moving things like earth, rock, or other materials with tools, equipment, or explosives. ... In construction, excavation is used to create building foundations, reservoirs, and roads.

    Excavation

  • 4

    is defined as to return soil and other materials to a hole after it was dug

    backfill

  • 5

    means an excavated or otherwise disturbed suitable soil which is imported and placed over the native soil

    Earthfill

  • 6

    What are the 3 key factors to be considered in quantity surveying?What are the 3 key factors to be considered in quantity surveying?

    Materials, Equipment, Labor

  • 7

    Division 2

    Siteworks

  • 8

    AASHTO

    American Association Of State Highways and Transportation Officials

  • 9

    ANSI

    American National Standard Institute

  • 10

    ASTM

    American Society For Testing And Materials

  • 11

    DPWH

    Department Of Public Works And Highways

  • 12

    USCS

    Unified Soil Classification System

  • 13

    above 75mm

    Boulders

  • 14

    75 to No.10 sieve

    Gravel

  • 15

    No.10 to No.40 sieve

    Coarse Sand

  • 16

    No.40 to 200 sieve

    Fine Sand

  • 17

    passing No.200 sieve

    Silt-Clay Particles

  • 18

    Filling Materials

    Soil, Sand, Crushed Stones

  • 19

    used to raise an existing grade, or as a man- made-deposit; generally used under footings, pavers, or concrete slabs on grade

    Earthfill

  • 20

    used to prevent the movement of fine particles out of soils and other natural materials through which seepage occurs; conforming to ASTM C 33, size 67.

    Granular Fill/Filters

  • 21

    term used in construction for a hole, pit or excavation that has been dug for the purposes of removing gravel, clay and sand used in a construction project such as when building an overpass or embankment. selected laboratory-approved pit-run gravel, disintegrated granite, sand, shale, cinders or other similar materials with not more than 35% fraction passing the No. 200 sieve.

    Borrow Fill

  • 22

    hard durable fragments of stone and a filler of sand or other finely divided mineral matter, free from vegetable matter and lumps of clay, complying with the following AASHTO METHODS T-11 and T-26 Grading Requirements:hard durable fragments of stone and a filler of sand or other finely divided mineral matter, free from vegetable matter and lumps of clay, complying with the following AASHTO METHODS T-11 and T-26 Grading Requirements:

    Base Course Materials

  • 23

    Local Borrow Fill Materials

    BANDA Y BANDA,ESCOMBRO P5,000per1516cum, ESCOMBRO – BULIK (for Riprap)

  • 24

    Construction materials consisting of synthetic components made for use with or within earth materials generally are referred to as geosynthetics.

    Geosynthetics

  • 25

    Geosynthetics can be further categorized into the following components:

    Geotextile, geomembrane, geocomposite, geonets, geocells

  • 26

    are the most common geosynthetics, and consist of woven or nonwoven fabric made from polymeric materials such as polyester or polypropylene generally used for reinforcement, separation, filtration, and in-plane drainage.

    Geotextile

  • 27

    are continuous polymeric sheets that are impermeable.

    Geomembrane

  • 28

    consist of a combination of geosynthetic components; are usually sheet or edge drains consisting of a prefabricated core to which a geotextile filter is bonded.

    Geocomposites

  • 29

    is a type of geosynthetic that consists of a continuous extrusion of polymeric ribs that form void space through which provide in- plane flow capacity. Geonets are available with or without bonded geotextile filters. Geonets with bonded geotextile filters are sometimes referred to as composite drainage nets (CDNs).

    Geonets

  • 30

    are three-dimensional prefabricated polymeric systems ranging from 100 to 200 mm (4 to 8 inches) high. The geocell systems are collapsed for delivery to the site. Upon arrival at a site, they are spread open and filled to form a three- dimensional reinforced mattress.

    Geocells

  • 31

    ❑ Termite Resistant Sand ❑ Termite Mesh ❑ Home Construction (elevated/on pillars)❑ Termite Resistant Sand ❑ Termite Mesh ❑ Home Construction (elevated/on pillars)

    Physical Barrier

  • 32

    Soil Poisoning ❑ Chemical Treatment (Solignum/others)

    Chemical Barrier

  • 33

    The objective of this method is to attract the termite workers to forage on a slow- acting insect-growth regulator (IGR) called hexaflumuron that will work to eliminate the termite workers population and eventually result in the death of the queen and any subsequent future queens, and therefore the entire colony. ❑ Pest Control

    Colony Elimination Bait System

  • 34

    is a filter layer of finer material that is installed over a coarse road base material. The purpose of the choker course is to provide a stable foundation of fine-grained aggregate for the construction of a pavement.is a filter layer of finer material that is installed over a coarse road base material. The purpose of the choker course is to provide a stable foundation of fine-grained aggregate for the construction of a pavement.

    Choker Aggregate

  • 35

    what is this?

    Borrow Material

  • 36

    ?

    Base Course Material

  • 37

    paving for roads and other surfaces formed by grading and compacting layers of crushed stone or gravel, then the top layer is bound by asphalt to stabilize the stone, provide a smoother surface, and seal against water penetration.

    Asphaltic Macadam

  • 38

    when one or more courses or layers of asphalt an asphalt leveling course made of an asphalt and aggregate mixture of variable thickness to correct the contour of existing surface, are placed on existing pavement.

    Asphaltic Overlay

  • 39

    ?

    Crawler Excavator

  • 40

    ?

    Dragline Excavator

  • 41

    ?

    Skid Steer

  • 42

    ?

    Long Reach

  • 43

    ?

    Backhoe Excavator

  • 44

    ?

    Power Shovel

  • 45

    ?

    Crawler Bulldozer

  • 46

    For digging, material handling & drillingFor digging, material handling & drilling

    Excavator Group

  • 47

    Land clearing, earthmoving & road building

    Bulldozer Group

  • 48

    ?

    Shiphold Bulldozer

  • 49

    ?

    Wheel Bulldozer

  • 50

    ?

    Mulcher Bulldozer

  • 51

    ?

    Mini Bulldozer

  • 52

    ?

    Hybrid Bulldozer

  • 53

    Creating flat surfaces and road building

    Grader Group

  • 54

    Parts Of A Motor Grader

    Frame, Operators Cab, Prime Mover, Moldboard, Scarifier

  • 55

    Moving & lifting materials

    Crane/Telehandlers Group

  • 56

    ?

    Mobile Crane w/ Boom

  • 57

    ?

    Forklift

  • 58

    ?

    Tower Crane (Hammerhead)

  • 59

    ?

    Mobile Crane

  • 60

    Moving sand, gravel, soil & other demolition waste

    Dumbtruck Group

  • 61

    ?

    The Usual 3-Cubic Truck(Canter)

  • 62

    ?

    10 Cubic Truck

  • 63

    Creating a level grade, compacting crushed rocks

    Compactor Group

  • 64

    ?

    Plate Compactor

  • 65

    ?

    Double Drum Roller Compactor

  • 66

    has its beginning in 1824

    Concrete

  • 67

    took out a patent in England called the Portland Cement (the cement being similar in color to Portland stone, popular in England at the time).

    Joseph Aspdin

  • 68

    It became widely used in Europe during the late

    1800's

  • 69

    is typically made with portland cement, a mixture of silica sand, limestone, clay, chalk and other ingredients melted together at blistering temperatures. In concrete, this paste binds 'aggregate' - chunks of rock and sand.

    Modern Concrete

  • 70

    Theirs was created with volcanic ash, lime and seawater, taking advantage of a chemical reaction Romans may have observed in naturally cemented volcanic ash deposits called tuff rocks.Theirs was created with volcanic ash, lime and seawater, taking advantage of a chemical reaction Romans may have observed in naturally cemented volcanic ash deposits called tuff rocks.

    Roman Concrete

  • 71

    is a binding agent that can be used to stick various building materials together.

    Cement

  • 72

    a stonelike material obtained by permitting a carefully proportioned mixture of CEMENT, GRAVEL, SAND OR OTHER INERT MATERIALS AND WATER are used to harden in forms of the shape and dimension of the desired structures

    Concrete

  • 73

    istheamountofwaterused per bag of cement.

    Water-Cement Ratio

  • 74

    An artificial stone as a result of mixing cement, fine aggregates, course aggregates and water

    Plain Concrete

  • 75

    Types Of Concretes

    G1, S1, Mix,3/4,3/8

  • 76

    are made by treating molten blast furnace slag with controlled quantities of water or steam.

    Expanded Slags (foam slags)

  • 77

    hasbeen usedfor precast blocks,cast-in-placewallsofhousesandforpanelfillingofsteel- framed buildings.

    Foamed Slags