WeldGuard
All joints

J-4381

weldedNot inspected
Line
LN-12
Station
2628+60
Weld date
2026-06-17
Spec
24" × 0.375"

34.47241, -104.80336

No open cross-check alerts on this joint.

Welder passes

  1. RootWorking side
    Weston Trahan RC-133

    Jun 17, 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
    Marcus Cole RC-118

    Jun 17, 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 17, 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 17, 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
    Cody Latham RC-165

    Jun 17, 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
    Kelly Boudreaux RC-350

    Jun 17, 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

  7. CapWorking side
    Sam Whitfield RC-388

    Jun 17, 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. CapDitch side
    Kelly Boudreaux RC-350

    Jun 17, 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

No inspection recorded yet.

Visual inspection (CWI)

  • Final visualRepairJoanne ReyesJun 17, 2026, 1:55 PM
    • Undercut

    API 1104 · Visual call outside API 1104 acceptance limits - grind and repair.

    Charged to Jesse Karr RC-455

    Call disputedCall overturned8/1/2026

    Kyle Bassett (Contractor QC) — Undercut call challenged — depth gauged at less than 1/32 in and not continuous. Escalating to Senior CWI.

    Escalated to Senior CWI · Alicia Brenner (Senior CWI / SCWI)

    Senior CWI re-inspected in the ditch. Undercut 0.020 in, non-continuous — acceptable per API 1104 9.3.9. Charge to welder removed.

    Revised call: Repair → Accept

Coating inspection

No coating inspection recorded for this joint.

Log a pass on this jointRecord NDT result