Step 1: Understanding the Question.
Consolidation time is linked to the degree of consolidation U through the time factor $T_v$, and $T_v$ is different for U up to 60% and for U above 60%. The time itself is $t = T_v \, d^2/C_v$, where $d^2/C_v$ is a constant fixed by the soil and the drainage path, and does not change with U. We first use the 25%-50% data to pin down this constant, then apply it at 90%.
Step 2: Key Formula.
For $U \leq 60\%$:
\[ T_v = \frac{\pi}{4}U^2 \quad (U \text{ as a decimal}) \]
For $U > 60\%$:
\[ T_v = 1.781 - 0.933\log_{10}(100-U) \quad (U \text{ in percent}) \]
Step 3: Use the 25%-50% data to find the constant.
\[ t_{25} = \frac{\pi}{4}(0.25)^2 \cdot \frac{d^2}{C_v}, \qquad t_{50} = \frac{\pi}{4}(0.50)^2 \cdot \frac{d^2}{C_v} \]
\[ t_{50} - t_{25} = \frac{\pi}{4}(0.25 - 0.0625)\frac{d^2}{C_v} = \frac{\pi}{4}(0.1875)\frac{d^2}{C_v} = 30 \]
\[ \frac{d^2}{C_v} = \frac{30}{0.7854 \times 0.1875} = \frac{30}{0.14726} = 203.72 \text{ days} \]
Step 4: Find $T_{v90}$.
\[ T_{v90} = 1.781 - 0.933\log_{10}(100-90) = 1.781 - 0.933\log_{10}(10) = 1.781 - 0.933(1) = 0.848 \]
Step 5: Compute the time for 90% consolidation.
\[ t_{90} = T_{v90}\cdot\frac{d^2}{C_v} = 0.848 \times 203.72 = 172.75 \text{ days} \]
Final Answer:
Rounded to the nearest integer, the time required for 90% consolidation is 173 days.
\[ \boxed{t_{90} = 173 \text{ days}} \]