I am running PEQ (performance evaluation qulification) test for PaDot under D1.1:2000. The joint required is a CJP Tubular K connection, standard flat profiles for limited thickness. Fig 3.8 transition C to D shows an area past the root as "Back Up Weld" It is not dimensioned. We are able to exceed tw @ w but the "Back Up Weld" does not end up flush on the id. This weld is a 3" pipe @ 45 deg. welded to a 10" pipe. I searched through A3.0 and it did not define "Back Up Weld". Has anyone used this joint design or qualified it. Or can anyone define "Back Up Weld".