J-4097
acceptedAccept- Line
- LN-12
- Station
- 2458+20
- Weld date
- 2026-06-14
- Spec
- 24" × 0.375"
34.29917, -104.64432
No open cross-check alerts on this joint.
Welder passes
- RootDitch sideMarcus Cole RC-118
Jun 14, 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 14, 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 14, 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 sideTy Maldonado RC-552
Jun 14, 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 sideCody Latham RC-165
Jun 14, 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
- FillDitch sideMarvin Doucet RC-173
Jun 14, 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 sideKelly Boudreaux RC-350
Jun 14, 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 sideSam Whitfield RC-388
Jun 14, 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 14, 2026, 8:00 PM · P. Estrada (ASNT II)
No recordable indications.
RT film map — clock position2 indications12123456789101112- SISlag inclusion3:23–3:26 · 0.27" · d 0.02"Minor indication, within acceptance limits.
- SISlag inclusion10:00–10:02 · 0.24" · d 0.03"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.