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ASPHALT CERT PART 2 QUESTIONS AND ANSWERS 100% CORRECT $11.99   Add to cart

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ASPHALT CERT PART 2 QUESTIONS AND ANSWERS 100% CORRECT

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ASPHALT CERT PART 2 QUESTIONS AND ANSWERS 100% CORRECTASPHALT CERT PART 2 QUESTIONS AND ANSWERS 100% CORRECTASPHALT CERT PART 2 QUESTIONS AND ANSWERS 100% CORRECTASPHALT CERT PART 2 QUESTIONS AND ANSWERS 100% CORRECT the contract unit price for patching is $50.00 per square yard per 12-inch depth....

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  • November 7, 2024
  • 2
  • 2024/2025
  • Exam (elaborations)
  • Questions & answers
  • ASPHALT CERT
  • ASPHALT CERT
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NursingTutor1
ASPHALT CERT PART 2 QUESTIONS
AND ANSWERS 100% CORRECT
the contract unit price for patching is $50.00 per square yard per 12-inch depth.
determine payment value per inch for over depth patching - ANSWER-50/12=4.16
4.16/2=2.08

does this pavement meet spec requirements for cross slope - ANSWER-yes

if the plan cross slope is 0.025 ft/ft what is the maximum range in inches at the 10-ft
mark that the actual cross slope could fall within and still be within spec - ANSWER-
2.625 to 3.375

what is the actual cross slope of the lane - ANSWER-0.025

a sublot consisting of 1018 tons of level 2 binder course has been placed from station
10+00 to 103+30. the width of the paving strip placed was 12'. calculated actual yield in
pounds per square yard - ANSWER-163.7

determine the payment for surface tolerance when the mean (R) (MRI) is 109 -
ANSWER-50% or above

the contract unit price for patching is $48.00 per square yard at a plan thickness of 12
inches. density results for the mixture have determined 98% payment. how much will
the contractor receive in payment for the adjusted contract unit price per square yard -
ANSWER-47.52

plan thickness is 2" what should the laydown thickness probably be for routine travel
lane patching - ANSWER-2.50"

a lift of HMA 2" thick is being placed. in order to ensure that there will be no bumps or
dips at the transverse joint, how thick must the shims placed beneath the screed at start
up be - ANSWER-0.5"

section 1 STA 10+00 to 44+00
12' wide lane
transverse random number 0.850
longitudinal random number 0.053 - ANSWER-core at station 11+80 10.2'


the plan quantity is 12,785 tons. the contractor uses a mix with a theoretical maximum
specific gravity of 2.390. how many tons of mix should be placed for the contractor to be
in conformance with the term of the contract - ANSWER-12,658.42

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