PT113.S2.Q2

PrepTest 113 - Section 2 - Question 2

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The solidity of bridge piers built on pilings depends largely on how deep the pilings are driven. █████ ██ █████ ███████ ████ ██████ ██ ██████████ ████ ███ ██ ███ █████ ██ █████ ████ ███████ ██ ██ ███ ███████ ██ █ ████ ███████ ████ ███ ████████ ██ █████ ███ ████████ ██████ ███████ ██ ███ ██████████ ████ ███ ████████ ████████ ███████ ██ ██████ ███ ███ ███ ████████████ ████████ ███ ████████ ██ ███ ██████ ███ ███████ ██ ██ ██████ █████ ██████████ ███████████ ████ ███ ██████ ███ ██ ███████ ████ ███ ██████ █████ ███████████ ██████ ██████

Summary

The solidity of bridge piers is based mainly on the depth of the pilings. Before 1700, pilings were driven to “refusal,” which is the point at which the piling don’t go any deeper.

The Rialto Bridge’s pilings met the “contemporary standard for refusal” as of 1588. According to this standard, the pilings were driven into the ground until additional penetration into the ground was not greater than two inches after 24 hammer blows.

Very Strongly Supported Conclusions

There’s no clear conclusion to anticipate. But notice that there’s a difference between “refusal” and the “contemporary standard for refusal” in 1588. The definition of “refusal” involves pilings that can’t go any deeper. But the “contemporary standard for refusal” in 1588 allowed for the pilings to go deeper — just not deeper than two inches per 24 hammer blows.

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2.

Which one of the following ███ ████████ ██ ████████ ████ ███ ████████

a

The Rialto Bridge ███ █████ ██ ██████ ████████

b

The standard of ███████ ███ ███ ██████████ ██ ██████ ███ ██████ ██ █ ███████

c

Da Ponte's standard ██ ███████ ███ ████ ██████ ████ ████ ██ █████ ██████ ████████ ██ ███ ████

d

After 1588, no ███████ ████ █████ ██ ███████ ████ ████ ██████ ██ ███ █████ ██ ████████

e

It is possible ████ ███ ███████ ██ ███ ██████ ██████ █████ ████ ████ ██████ ██████ ████ █████ ███ ████████ ██ ███████ ███ ████ ████

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