J-3283
acceptedAccept- Line
- LN-12
- Station
- 1969+80
- Weld date
- 2026-06-06
- Spec
- 24" × 0.375"
33.80263, -104.18848
No open cross-check alerts on this joint.
Welder passes
- RootDitch sideWeston Trahan RC-133
Jun 6, 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
- RootWorking sideOdell Rains RC-121
Jun 6, 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 PassWorking sideTravis Nolan RC-307
Jun 6, 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 PassDitch sideHector Ruiz RC-528
Jun 6, 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
- FillDitch sideShane Bergeron RC-181
Jun 6, 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
- FillWorking sideKelly Boudreaux RC-350
Jun 6, 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
- CapWorking sideMarvin Doucet RC-173
Jun 6, 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 6, 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 6, 2026, 8:00 PM · P. Estrada (ASNT II)
No recordable indications.
RT film map — clock position1 indication12123456789101112- UCUndercut1:23–1:25 · 0.19" · d 0.01"Minor indication, within acceptance limits.
Visual inspection (CWI)
API 1104 · Bevel, alignment and hi-lo verified prior to root.
API 1104
Coating inspection
No coating inspection recorded for this joint.