J-2817
acceptedAccept- Line
- LN-12
- Station
- 1690+20
- Weld date
- 2026-06-01
- Spec
- 24" × 0.375"
33.51837, -103.92752
No open cross-check alerts on this joint.
Welder passes
- RootWorking sideOdell Rains RC-121
Jun 1, 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 sideDwayne Ferris RC-204
Jun 1, 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 1, 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 1, 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 sideJesse Karr RC-455
Jun 1, 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 1, 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 sideSam Whitfield RC-388
Jun 1, 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 sideSam Whitfield RC-388
Jun 1, 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 1, 2026, 8:00 PM · P. Estrada (ASNT II)
No recordable indications.
RT film map — clock position2 indications12123456789101112- SISlag inclusion6:08–6:11 · 0.39" · d 0.09"Minor indication, within acceptance limits.
- SISlag inclusion10:20–10:24 · 0.42" · 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.