LS Construction Flashcards

1
Q

Construction/Contract Doc’s Components

A
  • Bid Documents
  • Contract (b/w owner. & contractor)
  • Drawings
  • Specifications
  • Bond forms
  • General & Special Conditions
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2
Q

ASTM

A

American society for testing & materials

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3
Q

Compacting fill for subgrade

A

Remove organic matter

Compact in 6-12” lifts/layers

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4
Q

Dressed lumber

A

Described by # of sides dressed: S4S, S2S (surface 2 sides)

About 1/2” less than name ie 2x4 is 1.5x3.5

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5
Q

AWPB

A

American wood preservers bureau

Set standards for pressure treated wood

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6
Q

3 Classes of wood preservative treatments

A
  • water borne (paintable)
  • oil borne (paintable)
  • creosote (not paintable)
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7
Q

Timber retaining walls

A
  • 1st timber below surface
  • stagger joints
  • toe nail timber together w/ 6, 10, 12” spikes or drill 1” hole 12” away from end & drive 1/2” galv pipes or 3/4” reinforcing rods thru all timbers to ground
  • batter walls over 3’ ht: 1” per 1’ of height
  • anchors & deadmen: every 10-15’ lf & 3-4’ vertical ht
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8
Q

Concrete

A
  • Mixture of water, Portland cement, and fine & coarse aggregate
  • water & Portland cement combine & harden binding aggregates: hydration
  • 1 Portland cement sack = 1cf = 94 lbs
  • 1 cy of cement should contain 5 sacks
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9
Q

Coarse aggregate (cement)

A

1/4” - 1.5”

For patios, drives, walks etc aggregate should not exceed 1/3 of its thickness

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10
Q

5 types of Portland cement

A

Type I: general purpose/residential

Type II: moderately sulfate resistant walkways, pilings, bridges

Type III: high early strength; reaches most strength within 1st week of curing. Rush jobs/winter/forms

Type IV: slow curing. Water dams

Type V: sulfate resistant for alkaline soils or in ground water. Gains strength slowly.

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11
Q

Low water-cement ratio

A

Less water more cement the stronger & more durable

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12
Q

Compressive strength in concrete

A
  • increases with age
  • is tested after 28 days of curing
  • NC state code minimum is 2500 psi
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13
Q

Slump test

A
  • 12” truncated cone: 8” @ base & 4” @ top
  • Fill cone with concrete
  • pull cone off & set next to concrete cone
  • measure how much concrete has sagged

For drives, walks, slabs:
Hand method: max slump of 5” & min of 2”
Power methods: max slump of 3”

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14
Q

Air-entrained concrete

A

Cement with minute air bubbles that allow for water to expand into when freezing

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15
Q

Forming concrete

A
  • have 90 min after mixing to pour & strike off
  • moisten forms & subgrade before pouring
  • consolidate poured concrete in form
  • strike it off level with a screed
  • 2nd screed pass to smooth it
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16
Q

Pouring concrete slab

A
  • work from corners into center
  • place loads up against pervious
  • after strike off, work w/ bull float or Darby
  • once bleed water has left & concrete stiffened slightly
17
Q

Concrete control joints

A
  • depth of 1/4 the thickness of pour
  • slabs: max 10’ apart
  • walks: max 5’ apart
  • after scoring float surface w/wooden float
18
Q

Concrete curing

A
  • when over 70 degrees keep continuously wet for 5 days

- when between 50-70 degrees keep wet for 7 days

19
Q

Expansion joint

A
  • 1/4-1/2” wide
  • extend full width & depth of slab
  • premolded asphalt impregnated fiber
  • recess filler 1/4-1/2” from top of surface
20
Q

How many bricks in a linear foot of soldier course?

A

6 bricks in 1 lf of soldier course

21
Q

How many bricks in a linear foot of sailor course?

A

3 bricks in 1 lf of sailor course

22
Q

When should tree wrappings be installed & removed?

A

Install in the fall to protect from sun scald & remove in the spring.

23
Q

For what reasons should you stake or guy trees?

A
  • Protection
  • Support
  • Anchorage
24
Q

When should stakes & guys be removed?

A

After one growing season.

25
Q

How deep should screenings/sand at walks be?

A

1” - 4” deep

26
Q

What should a driveway base be composed of?

A
  • min. 4” compacted aggregate base

- 1” of screenings

27
Q

Water Borne Treated

A
  • CCA (chromated copper arsenate)

- ACA (ammoniacal copper arsenate)

28
Q

What is the typ. ht of a riser & depth of a tread on deck steps?

A

Typ. Riser: 7.5”

Typ. Tread: 11.5”

29
Q

At what height above ground are rails needed?

A

30” above ground