TGI_38K5212393A01_c0v0.pdf
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- Solicitation number
- N6264925RA025
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This is a Task Group Instruction (TGI) for structural repairs on the USS RALPH JOHNSON (DDG-114) in compartment 4-370-5-A. The work involves repairing and replacing multiple structural members including deck grating supports, vertical stiffeners, transverse stiffeners, and addressing corrosion on the second platform plating and shell plating.
The specific repairs include: installing new deck grating support on Frame 382, replacing a vertical stiffener on Frame 410 bulkhead, repairing deficient welds on transverse stiffeners at Frames 396 and 398, replacing deck grating supports and deck pads on Frames 380 and 382, and treating approximately 55 square feet of corroded second platform and shell plating. The work requires high-tensile steel (HS) and ordinary steel (OS) materials meeting MIL-S-22698 specifications. The period of performance is July 14, 2025 through December 11, 2025. The work will be performed in three locations: Supply Department Storeroom No. 3, Supply Department Issue Room "HAZMINCEN", and Fuel Tank Group-6. The document includes detailed engineering instructions, material lists, and deficiency documentation requirements.
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FOUO
FOUO: Public availability to be determined under 5 USC 552
TASK GROUP INSTRUCTION
AIM REV 20.11.4.0 (OCTOBER 2020)
TGI COMPONENT NAME: TYPE: PHASE: REPEAT: CHANGE:
NO.: COMPT 4-370-5-A AY A 0 0
SHIP/HULL NO.: SHIP/HULL NAME: SYSTEM: PROJ/WO NO: CASREP CAT:
DDG-114 USS RALPH JOHNSON K52
CU PHASE TITLE:
F/O - REPAIR STRUCTURE MEMBERS IN 4-370-5-A
PREPARING ACTIVITY:
PREPARED BY: CODE PHONE DATE
KAZUHIRO KOMAKI 231A 315-243-6808 21-NOV-2024
APPROVED BY: CODE PHONE DATE
YUUJI NAKAMURA 231A 315-243-6041 21-NOV-2024
CONCURRED BY: CODE PHONE DATE
CONCURRED BY: CODE PHONE DATE
CONCURRED BY: CODE PHONE DATE
CONCURRED BY: CODE PHONE DATE
REASON FOR WORK/NEED FOR CHANGE:
CHANGE INSTRUCTIONS:
SPECIAL REQUIREMENTS:
WORK CERTIFICATION SIGNATURES
COMPLETION OF WORK REVIEW: BADGE NO.: SHOP/CODE: PHONE: DATE:
ACCEPTANCE OF COMPLETED WORK
PHYSICAL INSPECTION PHYSICAL INSPECTION COMPLETED: BADGE NO.: SHOP/CODE: PHONE: DATE:
REQUIRED:☐YES ☒NO
RECORDS REVIEW: BADGE NO.: SHOP/CODE: PHONE: DATE:
TGI NO.: COMPT 4-370-5-A AY A 0
FOUO
SHIP: DDG-114 CHG/VER: 0/0
LIST OF EFFECTIVE PAGES
SHT NO. CHG NO. SHT NO. CHG NO. SHT NO. CHG NO. SHT NO. CHG NO. SHT NO. CHG NO.
1-4 J-1 M-1
1. SCOPE/PURPOSE
1.1 Title: Structural Member in 4-370-5-A, Starboard; repair
1.2 Location of Work:
1.2.1 Supply Department Storeroom No. 3 (4-370-5-A)
1.2.2 Supply Department Issue Room “HAZMINCEN” (4-410-1-K)
1.2.3 Fuel Tank Group-6 (5-370-0-F)
1.3 Identification:
1.3.1 Quantity (One EA), Deck Grating Support on Frame 382, Stbd
Material: OS, MIL-S-22698 GR A, 2 Inches x 2 Inches x 3/16 Inch Thickness Angle Remarks: See Sheet 4E Section 4E-2F of 2.3 and 2.4 for details and Sketch Enclosure-02 for location details.
1.3.2 Quantity (One EA), Vertical Stiffener on Transverse Bulkhead Frame 410 in 4-370-5-A, Stbd
Material: HS, MIL-S-22698 GR AH-36, 6 Inches x 4 Inches x 9.5 LBs Thickness, T-Bar Remarks: See Engrg Inst Enclosure-01, 2.3, and 2.5 for details and Sketch Enclosure-02 for location details.
1.3.3 Quantity (One EA), Transverse Stiffener, Frame 398 and Stringer-14A (S), Starboard (Stbd)
Base Material:
Transverse Stiffener, Frame 398: HS, MIL-S-22698 GR AH-36, 6 Inches x 4 Inches x 7 LBs Thickness, T-Bar Stringer-14A (S): HS, MIL-S-22698 GR AH-36, 18 Inches x 7-1/2 Inches x 50 LBs Thickness, T-Bar Remarks: See Sheet 8 and 8D of 2.3 for details and Sketch Enclosure-02 for location details.
1.3.4 Quantity (One EA), Transverse Stiffener, Frame 396 and Stringer-12 (S), Stbd
Base Material:
Transverse Stiffener, Frame 396: HS, MIL-S-22698 GR AH-36, 6 Inches x 4 Inches x 7 LBs Thickness, T-Bar Stringer-12 (S): HS, MIL-S-22698 GR AH-36, 12 Inches x 4 Inches x 14 LBs Thickness, T-Bar Remarks: See Sheet 8 and 8D of 2.3 for details and Sketch Enclosure-02 for location details.
1.3.5 Quantity (2 EA), Deck Grating Support and Deck Pad on Frame 380 and Frame 382, Stbd
Base Material:
Deck Grating Support: HS, MIL-S-22698 GR A, 2 Inches x 2 Inches x 3/16 Inch Thickness Angle Deck Pad: OS, MIL-S-22698 GR A, 15.3 LBs Plate Remarks: See Sheet 29A of 2.6 for details and Sketch Enclosure-02 for location details.
1.3.6 Quantity (55 SF), Second Platform Plating and Shell Plating in 4-370-5-A, including vertical surface up to height of 4 inches
FOUO
SHIP: DDG-114 CHG/VER: 0/0
Remarks: See Sketch Enclosure-02 for location details.
1.4 Security Classification: None.
1.5 Initial Condition: None.
1.6 Contractor work start date: 14 JUL 2025
1.7 Contractor work completion date: 11 DEC 2025
2. REFERENCES:
REF.
NO.
DOCUMENT
/DRAWING
NUMBER
DOCUMENT/DRAWING TITLE REV CHG
NO.
COPY
REQ’D
(Y/N)
SOURCE
DOC
(Y/N)
PARA SEC PG CHP
1 NSI FY-25 NAVSEA Standard Items - 1 N 2 LI FY-25 Local Standard Items - ORG N
3 DWG 100-
7063219
UNIT STRUCTURAL ARR DWG
ASSY UNIT 3320
- Y 8,8 D, 5B -9
4 DWG 672-
7060711
FAB OF STRM GRTG ZONE 1 & 2 B Y 29
A
5 DWG 100-
7063220
UNIT STRUCTURAL ARR DWG
ASSY UNIT 3330
- Y 5B -1
6 DWG 600-
7059106
INSTL OF HULL OUTFIT, DESIGN
ZONE 3330
D Y 3E ,4 E, 6A
3. APPENDICES:
3.1 Appendix “J” TGI Job Summary Information Sheet
3.2 Appendix "M" TGI Material List
3.3 Appendix “D” Deficiency Form
4. GENERAL REQUIREMENTS:
4.1 Not Applicable.
5. PROCEDURE:
5.1 Remove existing, fabricate and install new each deck grating support and vertical stiffener listed in 1.3.1 and
1.3.2 in accordance with Enclosure-01, using 2.3 through 2.6 for guidance.
5.1.1 Accomplish the requirements of 009-12 of 2.1, including Table 2, Column(s) A, Lines One through 7.
5.2 Accomplish weld repair of deficient weld on each existing transverse stiffener, deck grating support, and deck pad listed in 1.3.3 through 1.3.5, using 2.3 through 2.5 for guidance.
5.2.1 Accomplish the requirements of 009-12 of 2.1, including Table 2, Column(s) A, Lines One through 7.
5.3 Accomplish the requirements of 009-32 of 2.1 including Table 3, Line 25, for each area listed in 1.3.6.
5.4 Accomplish the requirements of 009-32 of 2.1 for each new and disturbed surface.
Masato.Endo.ja Cross-Out
Masato.Endo.ja Typewritten Text
1/11/2025 C-1209 M. ENDO 11030028
FOUO
SHIP: DDG-114 CHG/VER: 0/0
5.5 Notes:
5.5.1 Planner: Code 231A K. Komaki, 243-6808
Engineer: Code 250 M. Kunugi, 243-7885
5.5.2 Work Integration Manger (WIM): Code 333 T. Yaginuma, 080-5419-0598
5.5.3 Opening, initial cleaning, and closing of each space listed in 1.2.3 have been covered by TGI No.
38K5259301A01 (KTR TGI).
5.5.4 JCNs ES01-NA83, ES01-NA84, ES01-NA85, and ES01-NA86 are related to this TGI.
5.6 Government Furnished Material (GFM):
5.6.1 SRF-JRMC will provide GFM listed in Appendix ”M”.
5.7 SRF-JRMC will provide the following service work: (TGI No. 38K5212393S02).
5.7.1 [C740] Crane and crane rigging service.
5.7.2 [X99E] Utility service, electrical.
5.7.3 [X99M] Utilities service, including low pressure air supply, water supply, and steam supply.
5.7.4 [C106.1] Safety inspection for SRF-JRMC employees.
5.7.5 [C106.2] Gas free inspection for SRF-JRMC employees.
5.7.6 [C133] QA Inspection for (G) symbol(s).
FOUO
J-1
SHIP: DDG-114 CHG/VER: 0/0
APPENDIX "J"
TGI JOB SUMMARY INFORMATION SHEET
SYSTEM: PLANT NO.: COMPONENT NAME: TYPE: PHASE: REPEAT: CU PH
VERSION:
CASREP
CAT:
COMPT 4-370-5-A AY A 0 0
CU PHASE TITLE:
F/O - REPAIR STRUCTURE MEMBERS IN 4-370-5-A
PRIMARY COMPONENT:
COMPONENT UNIT LIST (FOR ASSEMBLIES):
CMPT 4-370-5-A MS CMPT 4-410-1-K MS FOCT 5-370-0-F TK
ATTACHMENT LIST:
1. ENCLOSURE-01 (38K5212393A01-Engrg Inst.pdf) saved on 15-NOV-2024 0000.
2. ENCLOSURE-02 (38K5212393A01-Sketch.pdf) saved on 15-NOV-2024 0000.
ZONE MANAGER: ZONE: COMPARTMENT: LEVEL: FRAME: SIDE:
YAGINUMA ,TAKEHIDE
JO: KO: TOTAL MAN HRS: TOTAL MAT’L COST TOTAL DURATION: PLANNING ACCEPTANCE:
38K5212393 A01 269 $1,024.50 0
CU PHASE DESCRIPTION:
The purpose of this TGI is to repair Structural Member in 4-370-5-A.
Supply Department Storeroom No. 3 (4-370-5-A) Supply Department Issue Room “HAZMINCEN” (4-410-1-K) Fuel Tank Group-6 (5-370-0-F)
TASK NAME
SHOP TSD/WC TS CREW# MHRS
HIGH RAD
HOURS
RC
GRID#
FOUO
M-1
SHIP: DDG-114 CHG/VER: 0/0
APPENDIX “M”
TGI MATERIAL LIST
SYSTEM: PLANT NO.: COMPONENT NAME: TYPE: PHASE: REPEAT: CU PH
VERSION:
CASREP
CAT:
COMPT 4-370-5-A AY A 0 0
CU PHASE TITLE:
F/O - REPAIR STRUCTURE MEMBERS IN 4-370-5-A
MATERIAL REFERENCES
REF
NO.
DOCUMENT/DRAWING
NUMBER
DOCUMENT/DRAWING TITLE REV
JOB ORDER: KEY OP:
38K5212393 A01
MATERIAL LIST
ITEM
NO.
PC
NO.
REF
NO.
M
C DESCRIPTION
STOCK
NUMBER
GENERIC
MATL
TYPE LVL QA
HAZ
MAT
DOC
NO.
QTY
REQD/
UNIT
QTY
USED/
UNIT
001 M BEAM, T-SHAPE, BEAM,
STRUCTURAL, T-SHAPE, SIZE:
6" X 4" X 9.5LBS, MATL: HIGH
TENSILE STEEL, MIL-S-22698,
GRADE AH36.
ORDER FOR KTR
ORIG: C231A, K. KOMAKI, 243-
9B 9520 LL6991126 NA 4 N 43197428 2/FT
NOTES:
FOUO: Public availability to be determined under 5 USC 552 SHEET_____OF_____
☐ NUCLEAR APPENDIX "D"
DEFICIENCY FORM
☐ NON-NUCLEAR
1. SHIP/HULL NO.: 2a. DL or DR No.
(Circle One)
2b. REVISION: 3a. COMPONENT NAME: 3b. TYPE: 3c. PHASE: 3d. REPEAT:
DDG-114 COMPT 4-370-5-A AY A 0
4a. ICN: 4b. KEY OP: 5. LOC SPACE/LVL: FRAME: P/S/C: 6. CAUSED BY:
38K5212393 A01
7. DESCRIPTION:
8. ORIGINATOR: NAME: BADGE: SHOP/CODE: DATE: PHONE NO.:
9. CORRECTIVE ACTION:
10. EVALUATOR: NAME: BADGE: SHOP/CODE: DATE: PHONE NO.:
FOR NON-NUCLEAR USE ONLY
11. RFD/RFW REQ’D ☐ LAR REQ'D ☐
ILS MOD REQ’D ☐
SRD/PLAN REV REQ'D ☐
DWG NO.: _____________________ S/A NO.: ___________________
12. ISOLATION SIGN: BADGE: SHOP/CODE: DATE: PHONE NO.:
SATISFACTORY:
13. SUBSAFE OQE RECORD? SIGN: BADGE: SHOP/CODE: DATE: PHONE NO.
YES ☐ NO ☐
14. CORRECTIVE ACTION SIGN: BADGE: SHOP/CODE: DATE: PHONE NO.
COMPLETE:
15. INSPECTION REQ’D? INSPECTION COMPLETE/SIGN: BADGE: SHOP/CODE: DATE: PHONE NO.
_________:YES ☐ NO ☐
16. RECORDS REVIEW SIGN: BADGE: SHOP/CODE: DATE: PHONE NO.
COMPLETE (DR ONLY)
DL’s ISSUED
(DR ONLY)
FOUO: Public availability to be determined under 5 USC 552 SHEET_____OF_____
☐ NUCLEAR Deficiency Form Continuation Sheet ☐ NON-NUCLEAR
1. SHIP/HULL NO.: 2a. DL or DR No.
(Circle One) 2b. REVISION: 3a. COMPONENT NAME: 3b. TYPE: 3c. PHASE: 3d. REPEAT:
DDG-114 COMPT 4-370-5-A AY A 0
38K5212393A01 ENCLOSURE-01 SHEET 1 OF 3
38K5212393A01 ENCLOSURE-01 SHEET 2 OF 3
38K5212393A01 ENCLOSURE-01 SHEET 3 OF 3
1. DEFICIENT WELD IN TRANSV INTMD STIF FR 396 AND FR 398 ON STBD SHELL. ES01-NA86
2. INSUFFICIENT SIZE OF MATERIAL & DEFICIENT WELD (3 EA) IN GRATING SUPPORT. ES01-NA84
3. DEFICIENT WELD IN VERT STIF L-8(S) ON WTRTT TRANSV BHD FR 410. ES01-NA83
4. LOCALIZED CRSN AREAS ON 2ND PLATF AND SHELL PLTG (55 SQFT IN TOTAL). ES01-NA85
38K5212393A01
SKETCH
ENCLOSURE-02 Sheet 1 of 7
38K5212393A01
ENCLOSURE-02 Sheet 2 of 7
AutoCAD SHX Text
STBD, LKG OUTBDOUTBD
AutoCAD SHX Text_1 FINDING #1aa
AutoCAD SHX Text_2
STBD, LKG AFTAFT
AutoCAD SHX Text_3 FINDING #1a-1a-1
AutoCAD SHX Text_4 STGR-14A (S) 18 x 7 1/2 x 50# I-T, HS
AutoCAD SHX Text_5
FWD
AutoCAD SHX Text_6
SHELL (S)
AutoCAD SHX Text_7
STGR-15 (S)
AutoCAD SHX Text_8
STGR-14A (S)
AutoCAD SHX Text_9
STGR-12 (S)
AutoCAD SHX Text_10
NT TRANSV FL FR 394
AutoCAD SHX Text_11
NT TRANSV FL FR 399
AutoCAD SHX Text_12
TRANSV INTMD STIF FR 398
AutoCAD SHX Text_13 DEFICIENT WELD SEE FINDING #1a-1
AutoCAD SHX Text_14
DEFICIENT WELD 1/2 LG
AutoCAD SHX Text_15
NT TRANSV FL FR 399
AutoCAD SHX Text_16 TRANSV INTMD STIF FR 398 6 x 4 x 7# T, HS
ENCLOSURE-02
Sheet 3 of 7
AutoCAD SHX Text_17
STBD, LKG FWD
AutoCAD SHX Text_18 FINDING #1bb
AutoCAD SHX Text_19
STBD, LKG FWD
AutoCAD SHX Text_20 FINDING #1b-1b-1
AutoCAD SHX Text_21
SHELL (S)
AutoCAD SHX Text_22
STGR-12 (S)
AutoCAD SHX Text_23 DEFICIENT WELD SEE FINDING #1b-1b-1-1
AutoCAD SHX Text_24 STGR-12 (S) 12 x 4 x 14# I-T, HS
AutoCAD SHX Text_25
DEFICIENT WELD 1" LG
AutoCAD SHX Text_26
NT TRANSV FL FR 394
AutoCAD SHX Text_27
TRANSV INTMD STIF FR 3966
AutoCAD SHX Text_28 TRANSV INTMD STIF FR 396 6 x 4 x 7# T, HS
Sheet 4 of 7
AutoCAD SHX Text_29
STBD, LKG INBDINBD
AutoCAD SHX Text_30
FINDING #22
AutoCAD SHX Text_31
STBD, LKG INBDINBD
AutoCAD SHX Text_32 FINDING #2aa
AutoCAD SHX Text_33
OT LONG BHD BLW 2ND PLATE 16'-9 OFF CL STBD
AutoCAD SHX Text_34
AutoCAD SHX Text_35
AutoCAD SHX Text_36
AutoCAD SHX Text_37
AutoCAD SHX Text_38
2ND PLATF
AutoCAD SHX Text_39
WTRTT LONG BHD 11'-3 OFF CL STBD
AutoCAD SHX Text_40
WTRTT TRANSV BHD FR 370
AutoCAD SHX Text_41
NT TRANSV FLR FR 378
AutoCAD SHX Text_42
NT TRANSV FL FR 386
AutoCAD SHX Text_43 DEFICIENT WELD SEE FINDING #2a
AutoCAD SHX Text_44 DEFICIENT WELD SEE FINDING #2c
AutoCAD SHX Text_45 DEFICIENT WELD SEE FINDING #2b
AutoCAD SHX Text_46
FWD
AutoCAD SHX Text_47
OT LONG BHD BLW 2ND PLATE 16'-9 OFF CL STBD
AutoCAD SHX Text_48
FWD
AutoCAD SHX Text_49
2ND PLATF 15.3# HS
AutoCAD SHX Text_50
OT LONG BHD BLW 2ND PLATE 16'-9 OFF CL STBD
AutoCAD SHX Text_51 INSUFFICIENT SIZE DK GRTG SPRT ANGLE 2 x 2 x 3/16 L, STL
AutoCAD SHX Text_52
DEFICIENT WELD 4 LG
AutoCAD SHX Text_53
GRTG SPRT
Sheet 5 of 7
AutoCAD SHX Text_54
STBD, LKG INBDINBD
AutoCAD SHX Text_55 FINDING #2bb
AutoCAD SHX Text_56
STBD, LKG INBDINBD
AutoCAD SHX Text_57 FINDING #2cc
AutoCAD SHX Text_58
WTRTT LONG BHD 11'-3 OFF CL STBD
AutoCAD SHX Text_59
FWD
AutoCAD SHX Text_60
FWD
AutoCAD SHX Text_61
WTRTT LONG BHD 11'-3 OFF CL STBD
AutoCAD SHX Text_62
DEFICIENT WELD 4 LG
AutoCAD SHX Text_63
DEFICIENT WELD 4 LG
AutoCAD SHX Text_64 DK GRTG SPRT ANGLE 2 x 2 x 3/16 L, STL
AutoCAD SHX Text_65 DK GRTG SPRT ANGLE 2 x 2 x 3/16 L, STL
AutoCAD SHX Text_66
2ND PLATF
AutoCAD SHX Text_67
2ND PLATF
AutoCAD SHX Text_68
DK PAD 15.3# STL
AutoCAD SHX Text_69
DK PAD 15.3# STL
ENCLOSURE-02 Sheet 6 of 7
AutoCAD SHX Text_70
STBD, LKG AFT
AutoCAD SHX Text_71
FINDING #3
AutoCAD SHX Text_72
STBD, LKG OUTBD
AutoCAD SHX Text_73
FINDING #3-1
AutoCAD SHX Text_74 FLANGE OF TRANSV FL FR 410 5 x 3/8 THK, FB, ASTM A588 GR A
AutoCAD SHX Text_75
SHELL (S)
AutoCAD SHX Text_76
STGR-14A (S)
AutoCAD SHX Text_77
WTRTT TRANSV BHD FR 410
AutoCAD SHX Text_78
STGR-12 (S)
AutoCAD SHX Text_79
VERT STIF L-9 (S)
AutoCAD SHX Text_80
VERT STIF L-8 (S)
AutoCAD SHX Text_81
VERT STIF L-7 (S)
AutoCAD SHX Text_82
DEFICIENT WELD SEE FINDING #3-1
AutoCAD SHX Text_83
TRANSV FL FR 410
AutoCAD SHX Text_84
FWD
AutoCAD SHX Text_85 VERT STIF L-8 (S) 6 x 4 x 9.5# T, HS
AutoCAD SHX Text_86
WEB OF TRANSV FL FR 410 10.2# HS
AutoCAD SHX Text_87 DEFICIENT WELD 2 3/4 LG x 3/8 WD
ENCLOSURE-02 Sheet 7 of 7
Kazuhiro.Komaki.ja Stamp
Kazuhiro.Komaki.ja_1 Text Box
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