J-3156
acceptedAccept- Line
- LN-12
- Station
- 1893+60
- Weld date
- 2026-06-05
- Spec
- 24" × 0.375"
33.72516, -104.11736
No open cross-check alerts on this joint.
Welder passes
- RootWorking sideBrent Kessler RC-540
Jun 5, 2026, 8:35 AM · logged by C. Ramirez (Survey)
WPS-1104-DH-01 Rev 2SMAW downhill 5G / 6GE6010 / E8010-G
6–36 in OD · wall 0.188–0.75 in · hardness 248 HV10 max
- RootDitch sideWeston Trahan RC-133
Jun 5, 2026, 8:35 AM · logged by C. Ramirez (Survey)
WPS-1104-DH-01 Rev 2SMAW downhill 5G / 6GE6010 / E8010-G
6–36 in OD · wall 0.188–0.75 in · hardness 248 HV10 max
- Hot PassDitch sideJunior Escamilla RC-158
Jun 5, 2026, 9:10 AM · logged by C. Ramirez (Survey)
WPS-1104-DH-01 Rev 2SMAW downhill 5G / 6GE6010 / E8010-G
6–36 in OD · wall 0.188–0.75 in · hardness 248 HV10 max
- Hot PassWorking sideHector Ruiz RC-528
Jun 5, 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 sideSam Whitfield RC-388
Jun 5, 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 sideDale Whitcomb RC-533
Jun 5, 2026, 9:45 AM · logged by C. Ramirez (Survey)
WPS-1104-DH-01 Rev 2SMAW downhill 5G / 6GE6010 / E8010-G
6–36 in OD · wall 0.188–0.75 in · hardness 248 HV10 max
- CapWorking sideJesse Karr RC-455
Jun 5, 2026, 10:20 AM · logged by C. Ramirez (Survey)
WPS-1104-DH-01 Rev 2SMAW downhill 5G / 6GE6010 / E8010-G
6–36 in OD · wall 0.188–0.75 in · hardness 248 HV10 max
- CapDitch sideDale Whitcomb RC-533
Jun 5, 2026, 10:20 AM · logged by C. Ramirez (Survey)
WPS-1104-DH-01 Rev 2SMAW downhill 5G / 6GE6010 / E8010-G
6–36 in OD · wall 0.188–0.75 in · hardness 248 HV10 max
NDT results
- RTAccept
Jun 5, 2026, 8:00 PM · D. Halloran (ASNT II)
No recordable indications.
RT film map — clock position2 indications12123456789101112- UCUndercut1:13–1:16 · 0.29" · d 0.02"Minor indication, within acceptance limits.
- EUExcess reinforcement8:31–8:35 · 0.44" · d 0.07"Minor indication, within acceptance limits.
Visual inspection (CWI)
API 1104
Coating inspection
No coating inspection recorded for this joint.