J-2695

acceptedAccept

Line: LN-12
Station: 1617+00
Weld date: 2026-05-31
Spec: 24" × 0.375"

33.44395, -103.85920

No open cross-check alerts on this joint.

Welder passes

RootWorking side
Marcus Cole RC-118
May 31, 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 side
Dwayne Ferris RC-204
May 31, 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 side
Junior Escamilla RC-158
May 31, 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 side
Hector Ruiz RC-528
May 31, 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 side
Kelly Boudreaux RC-350
May 31, 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 side
Dale Whitcomb RC-533
May 31, 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
CapWorking side
Shane Bergeron RC-181
May 31, 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
CapDitch side
Dale Whitcomb RC-533
May 31, 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

NDT results

RTAccept
May 31, 2026, 8:00 PM · P. Estrada (ASNT II)
No recordable indications.
RT film map — clock position2 indications
12123456789101112
- EUExcess reinforcement1:03–1:05 · 0.20" · d 0.03"Minor indication, within acceptance limits.
- PORPorosity8:29–8:33 · 0.44" · d 0.03"Minor indication, within acceptance limits.

Visual inspection (CWI)

Fit-upAcceptTravis KellermanMay 31, 2026, 6:00 AM
API 1104 · Bevel, alignment and hi-lo verified prior to root.
Final visualAcceptTravis KellermanMay 31, 2026, 11:12 AM
API 1104

Coating inspection

No coating inspection recorded for this joint.

Log a pass on this joint Record NDT result