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Lynna [10]
4 years ago
8

Given asphalt content test data:

Engineering
1 answer:
VMariaS [17]4 years ago
5 0

Answer:

hello your question is incomplete attached below is the complete question

A) overall mean = 5.535,  standard deviation ≈ 0.3239

B ) upper limit = 5.85, lower limit = 5.0

C) Not all the samples meet the contract specifications

D) fluctuation ( unstable Asphalt content )

Explanation:

B) The daily average asphalt content has to obtained in order to determine the upper and lower control limits using an average asphalt content of 5.5% +/- 0.5% everyday

The upper limit : 14 may = ( 5.8 + 5.1 ) / 2 = 5.85

The lower limit : 16 may = ( 5.2 + 4.8 ) / 2 = 5.0

attached below is the required plot

C ) Not all the samples meet the contract specifications and the samples that do not meet up are samples from :

15 may and 16 may . this is because their Asphalt contents are 6.2 and 4.8 respectively and sample number 18 and 20

D ) what can be observed is that the ASPHALT content fluctuates between the dates while the contract specification is fixed

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Answer:

total weight of the aggregate = 3594878.28 lbs

Explanation:

given data

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solution

we get here first volume of the space that is filled with the aggregate that is

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now we get fill space with aggregate that compact to 95% of dry density.

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weight of the moisture in aggregate = 123578.28 lbs

and

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total weight of the aggregate = 3471300 lb +123578.28 lb

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