The bulk specific gravity of the aggregate mix can be calculated using the weighted average method:
\[
G_b = (G_{b1} \times V_1 + G_{b2} \times V_2 + G_{b3} \times V_3) / (V_1 + V_2 + V_3),
\]
where \( G_b \) is the bulk specific gravity of the aggregate mix, \( G_{b1} \), \( G_{b2} \), and \( G_{b3} \) are the bulk specific gravities of the coarse aggregate, fine aggregate, and mineral filler, and \( V_1 \), \( V_2 \), and \( V_3 \) are the volumes of coarse aggregate, fine aggregate, and mineral filler, respectively.
Given that the proportions are 55%, 40%, and 5%, we calculate the weighted bulk specific gravity:
\[
G_b = (2.55 \times 0.55 + 2.65 \times 0.40 + 2.70 \times 0.05) = 2.58.
\]
Thus, the bulk specific gravity of the aggregate mix is \( \boxed{2.58} \).