A vibratory roller is being used during construction of a car park near an office block. The vibration values on the office floor are constantly varying and cannot be segregated into groups or periods of similar vibration value. The weighted acceleration value a was measured to be 0.052 m/s2 RMS over a 3-hour period of roller work in the morning, and then 0.045 m/s2 RMS over 1 hours in the afternoon. The crest factor is less than 6, hence it is appropriate to use eVDV to estimate the vibration dose in this case. Determine the eVDV to 3 d.p. for the period for the roller operating during the morning only.