J-3662
acceptedAccept- Line
- LN-12
- Station
- 2197+20
- Weld date
- 2026-06-10
- Spec
- 24" × 0.375"
34.03382, -104.40072
No open cross-check alerts on this joint.
Welder passes
- RootWorking sideRay Delgado RC-501
Jun 10, 2026, 8:35 AM · logged by C. Ramirez (Survey)
WPS-1104-TI-11 Rev 1SMAW uphill 6G (fixed)E6010 / E7018-H4
4–36 in OD · wall 0.188–0.75 in · hardness 235 HV10 max
- RootDitch sideCurtis Vann RC-514
Jun 10, 2026, 8:35 AM · logged by C. Ramirez (Survey)
WPS-1104-TI-11 Rev 1SMAW uphill 6G (fixed)E6010 / E7018-H4
4–36 in OD · wall 0.188–0.75 in · hardness 235 HV10 max
- Hot PassDitch sideRay Delgado RC-501
Jun 10, 2026, 9:10 AM · logged by C. Ramirez (Survey)
WPS-1104-TI-11 Rev 1SMAW uphill 6G (fixed)E6010 / E7018-H4
4–36 in OD · wall 0.188–0.75 in · hardness 235 HV10 max
- Hot PassWorking sideCurtis Vann RC-514
Jun 10, 2026, 9:10 AM · logged by C. Ramirez (Survey)
WPS-1104-TI-11 Rev 1SMAW uphill 6G (fixed)E6010 / E7018-H4
4–36 in OD · wall 0.188–0.75 in · hardness 235 HV10 max
- FillWorking sideRay Delgado RC-501
Jun 10, 2026, 9:45 AM · logged by C. Ramirez (Survey)
WPS-1104-TI-11 Rev 1SMAW uphill 6G (fixed)E6010 / E7018-H4
4–36 in OD · wall 0.188–0.75 in · hardness 235 HV10 max
- FillDitch sideCurtis Vann RC-514
Jun 10, 2026, 9:45 AM · logged by C. Ramirez (Survey)
WPS-1104-TI-11 Rev 1SMAW uphill 6G (fixed)E6010 / E7018-H4
4–36 in OD · wall 0.188–0.75 in · hardness 235 HV10 max
- CapDitch sideRay Delgado RC-501
Jun 10, 2026, 10:20 AM · logged by C. Ramirez (Survey)
WPS-1104-TI-11 Rev 1SMAW uphill 6G (fixed)E6010 / E7018-H4
4–36 in OD · wall 0.188–0.75 in · hardness 235 HV10 max
- CapWorking sideCurtis Vann RC-514
Jun 10, 2026, 10:20 AM · logged by C. Ramirez (Survey)
WPS-1104-TI-11 Rev 1SMAW uphill 6G (fixed)E6010 / E7018-H4
4–36 in OD · wall 0.188–0.75 in · hardness 235 HV10 max
NDT results
- RTAccept
Jun 10, 2026, 8:00 PM · D. Halloran (ASNT II)
No recordable indications.
RT film map — clock position1 indication12123456789101112- LCLow cap9:56–10:10 · 1.37" · d 0.06"Call varies by inspectorCap reinforcement below flush — called for grind-out and cap re-run.
Visual inspection (CWI)
API 1104
Coating inspection
No coating inspection recorded for this joint.