Leap Steel Bridge - DW loading

I am doing a simple bridge with a sidewalk. Running on two different software's. one acting as a verification of Leap. i have narrowed my difference to the DW load.

I am using 25 psf load on both. Leap Bridge Steel gives me considerably lower reactions on the DW.

The Leap inputs are thickness (in), curb limits, and unit weight (kcf). i manipulated the thickness to get 0.0025 ksf as the weight (Auto-calculated by Leap).

Am I doing something wrong? are the units (ksf) wrong? Software Updated to latest version.