J-4160
repairRepair- Line
- LN-12
- Station
- 2496+00
- Weld date
- 2026-06-15
- Spec
- 24" × 0.375"
34.33760, -104.67960
No open cross-check alerts on this joint.
Welder passes
- RootWorking sideOdell 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
- RootDitch sideBrent Kessler RC-540
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
- Hot PassWorking sideBo 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
- Hot PassDitch sideTy 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
- FillWorking sideKelly Boudreaux RC-350
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
- FillDitch sideSam 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
- CapDitch sideSam Whitfield RC-388
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
- CapWorking sideSam Whitfield RC-388
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
- RepairWorking sideRonnie Pace RC-547
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)
Material lamination in pipe body (mill defect, not charged)
Not charged to a welder.
Repairable indication — grind and re-weld authorized.
RT film map — clock position1 indication12123456789101112- IFIncomplete fusion4:25–4:39 · 1.45" · d 0.02"IF exceeds API 1104 acceptance limits — charged for re-work.
Call disputedCall overturned7/28/2026Kyle 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 re-read of the film: cap reinforcement 1/16 in, within API 1104 5.3.3. Original repair call not supported — joint released as accepted.
Revised call: Repair → Accept
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.