Concrete highway slabs are poured in lengths of $5.00 \mathrm{~m}$. How wide should the expansion gaps between the slabs be at a temperature of $20^{\circ} \mathrm{C}$ to ensure that there will be no contact between adjacent slabs over a temperature range of $-25^{\circ} \mathrm{C}$ to $45^{\circ} \mathrm{C} ?$