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EARTHWORK 2024|2025 EXAM 1|2 QUESTIONS AND CORRECT DETAILED ANSWERS (VERIFIED ASNWERS) GRADED A++ $20.49   Add to cart

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EARTHWORK 2024|2025 EXAM 1|2 QUESTIONS AND CORRECT DETAILED ANSWERS (VERIFIED ASNWERS) GRADED A++

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  • Course
  • Earthwork construction inspection level 1
  • Institution
  • Earthwork Construction Inspection Level 1

EARTHWORK 2024|2025 EXAM 1|2 QUESTIONS AND CORRECT DETAILED ANSWERS (VERIFIED ASNWERS) GRADED A++

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  • November 4, 2024
  • 28
  • 2024/2025
  • Exam (elaborations)
  • Questions & answers
  • Earthwork construction inspection level 1
  • Earthwork construction inspection level 1
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ephriterry1227
EARTHWORK 2024|2025 EXAM 1|2
QUESTIONS AND CORRECT
DETAILED ANSWERS (VERIFIED
ASNWERS) GRADED A++

((EA + EA)/2) x (L/27) - correct answers station cross section
problem


horizontal distance of 100 ft - correct answers station


horizontal alignment - correct answers plan view


vertical plane cut through the centerline of the work - correct answers
profile view


vertical section at right angles to the centerline of the work - correct
answers cross section view


removing upper layer of amterial before excavation - correct answers
stripping


natural undisturbed in place soil or rock - correct answers in situ


soil having strong interparticle attractive forces - correct answers
cohesive material

,capability of being molded - correct answers plasticity


volume reduction usually occurring when soils or rock are subjected
to moisture or mechanical compaction - correct answers shrinkage


a volume increase occuring when soils or rocks are excavated and
loosened from the earths crust - correct answers swell


gravel, sand, clay, silt, and organic matter - correct answers five
major types of soil


the water content at which a soil passes from the plastic to the liquid
state. High LL values are soils with high compressibility - correct
answers liquid limit


amount of water required for a given soil to reach maximum density -
correct answers optimum water content


R.R. procotor developed to determine moisture-density relationship in
soils subjected to compaction. standard test 5.5lb rammer, 12 in drop,
3 layers. Modified test 10lb rammer, 18 in drop, 5 layers. - correct
answers proctor test


aerate or add a soil stabilization agent. Lime or fly ash is for fine-
grained soils. Mechanically it can be done by scarifying the soil with
a grader - correct answers drying out wet soil

, were developed to serve as reference points in order to differentiate
between highly plastic, slightly plastic, and nonplastic materials -
correct answers soil limits


ccy dry weight / bcy dry weight - correct answers shrinkage factor


silts and clays, low and high plasticity - correct answers fine grained
soils


loose surface of earths crust, created naturally from the disintegration
of rocks or decays of vegetation - correct answers soil


volumetric= capacity in terms of cubic ayrds
gravimetric = capacity based on safe operating weight - correct
answers Payload


Total resistance = Rolling resistance + Grade Resistance - correct
answers required power


wheel resistance = vehicle weight in tons x rolling resistance


track resistance = vehicle weight in tons x (rolling resistance -
110lbs/ton) - correct answers rolling resistance


subtraction of rolling resistance in drawbar pull. 110lbs/ton - correct
answers nebraska test

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