LS Construction Flashcards
Construction/Contract Doc’s Components
- Bid Documents
- Contract (b/w owner. & contractor)
- Drawings
- Specifications
- Bond forms
- General & Special Conditions
ASTM
American society for testing & materials
Compacting fill for subgrade
Remove organic matter
Compact in 6-12” lifts/layers
Dressed lumber
Described by # of sides dressed: S4S, S2S (surface 2 sides)
About 1/2” less than name ie 2x4 is 1.5x3.5
AWPB
American wood preservers bureau
Set standards for pressure treated wood
3 Classes of wood preservative treatments
- water borne (paintable)
- oil borne (paintable)
- creosote (not paintable)
Timber retaining walls
- 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
Concrete
- 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
Coarse aggregate (cement)
1/4” - 1.5”
For patios, drives, walks etc aggregate should not exceed 1/3 of its thickness
5 types of Portland cement
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.
Low water-cement ratio
Less water more cement the stronger & more durable
Compressive strength in concrete
- increases with age
- is tested after 28 days of curing
- NC state code minimum is 2500 psi
Slump test
- 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”
Air-entrained concrete
Cement with minute air bubbles that allow for water to expand into when freezing
Forming concrete
- 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