Double Truck in Conspan

Hi,

I'm wondering if CONSPAN considers 90% the truck load when running double truck as per AASHTO LRFD 3.6.1.3 for negative moments or does it take the full truck loads?

AASHTO 3.6.1.3:

"For negative moment between points of contraflexure
under a uniform load on all spans, and reaction at
interior piers only, 90 percent of the effect of two design
trucks spaced a minimum of 50.0 ft between the lead
axle of one truck and the rear axle of the other truck,
combined with 90 percent of the effect of the design
lane load."

Thanks.