J-3784
acceptedAccept- Line
- LN-12
- Station
- 2270+40
- Weld date
- 2026-06-11
- Spec
- 24" × 0.375"
34.10824, -104.46904
No open cross-check alerts on this joint.
Welder passes
- RootWorking sideOdell Rains RC-121
Jun 11, 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 sideMarcus Cole RC-118
Jun 11, 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 sideBo Kinchen RC-146
Jun 11, 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 sideTy Maldonado RC-552
Jun 11, 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 sideKelly Boudreaux RC-350
Jun 11, 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 sideSam Whitfield RC-388
Jun 11, 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 sideRonnie Pace RC-547
Jun 11, 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
- CapWorking sideKelly Boudreaux RC-350
Jun 11, 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 11, 2026, 8:00 PM · D. Halloran (ASNT II)
No recordable indications.
RT film map — clock position1 indication12123456789101112- LCLow cap2:30–2:42 · 1.25" · d 0.07"Call varies by inspectorCap reinforcement below flush — called for grind-out and cap re-run.
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.