J-4120

Welder passes

1. RootWorking side
   Marcus Cole RC-118

   Jun 15, 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

2. RootDitch side
   Odell Rains RC-121

   Jun 15, 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

3. Hot PassWorking side
   Bo Kinchen RC-146

   Jun 15, 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

4. Hot PassDitch side
   Ty Maldonado RC-552

   Jun 15, 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

5. FillWorking side
   Marvin Doucet RC-173

   Jun 15, 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

6. FillDitch side
   Sam Whitfield RC-388

   Jun 15, 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

7. CapDitch side
   Jesse Karr RC-455

   Jun 15, 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

8. CapWorking side
   Kelly Boudreaux RC-350

   Jun 15, 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

9. RepairWorking side
   Jesse Karr RC-455

   Jun 15, 2026, 10:30 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

• RTRepair

  Jun 15, 2026, 8:00 PM · D. Halloran (ASNT II)

  Moisture / weather-related porosity (not charged to welder)

  Not charged to a welder.

  Repairable indication — grind and re-weld authorized.

  RT film map — clock position3 indications

  12123456789101112

  • PORPorosity12:50–12:56 · 0.59" · d 0.03"Within acceptance limits.
  • SISlag inclusion5:14–5:28 · 1.39" · d 0.07"SI exceeds API 1104 acceptance limits — charged for re-work.
  • PORPorosity8:11–8:16 · 0.46" · d 0.03"Within acceptance limits.
  Call disputedCall upheld7/28/2026

  Kyle Bassett (Contractor QC) — Crew disputes the low cap call — cap reinforcement measured within API 1104 limits on the ditch side. Requesting Level III film review.

  Escalated to NDT Level III · Curtis Vandergriff (NDT Level III (RT/UT))

  Level III concurs with the original interpretation. Slag inclusion length exceeds allowable; repair stands.

  Dispute this call