I will assume that the ramp is already designed for the one ton load so that the bending stresses in the ramp are looked after.
As Tansil said, the hinge would more than likely fail in shear if it is basically a pinned style hinge.
You would design the ramp in its weakest configuration. Ie that the ramp will be horizontal to the load, as the steeper the incline, the less the load on the hinge. Again, with this little information, we do not know what is happening on the other side of the ramp, ie stuck into sand, on a wharf, has wheels on this end etc.
There are two loads,
We will assume the other end of the ramp is going to be resting on the ground, ie the non hinged end, as compared to a ramp suspended by cables.
If the weight of the ramp is 500 pounds, of uniform weight distribution, then each pair of hinges will see 250 pounds
( or 125 pounds each) and the other end of the ramp will carry 250 pounds
But the load on the hinges due to the one ton of weight could be a maximum of 1000 pounds each and will occur at the point when the one ton load is over top of the hinges. Of course this is the worst case scenario as the one ton load will not be a point load but perhaps distributed over a few feet.
Then you need a comfortable factor of safety. We do not know if the one ton load could be brought up closer to one side of the ramp which could load one hinge more than the other.
So the load would on each hinge with the above ramp weight would be 1250 pounds. Then add in a factor of safety of at least two. You might have a couple of heavy buddies on the ramp at the same time, or some additional dynamic effect from how the one ton load is pushed up the ramp, or if under its own power, etc.
A reasonable factor of safety, or factor of uncertainty, would be closer to three, in this case. Hinges do not weigh much so a heavier design with a higher factor of safety will not cost much in dollars or weight
You can google Beam Load Equations, with a category, simple beam, if you want to try the numbers on your own.