LIFTING_HOOKS_SPECIFICATION_-_REVISION_1.docx

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Attached to: LIFTING HOOKS
Solicitation number: 70Z08519QDA17200
Issued by: Department of Homeland Security US Coast Guard

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LIFTING HOOK - SPECIFICATION REVISION No. 1

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SOLICITATION_70Z08519QDA17200_LIFTING_HOOKS_-_RESPONSE_TO_QUESTIONS.docx	DOCX document	Aug 22, 2019
FOUNDRY_HOOKS_70Z08519QDA17200_AMENDMENT_003.docx	DOCX document	Aug 6, 2019
FOUNDRY_HOOKS_70Z08519QDA17200_AMENDMENT_0002.pdf	PDF	Aug 1, 2019
70Z08519QDA17200_AMENDMENT_-_0001.pdf	PDF	Jul 26, 2019
17T Hook 3D File.SLDPRT	—	Jun 21, 2019
LIFTING_HOOKS_-_ATTACHMENT_-_3B_HOOK_DRAWINGS_17_-_TON.pdf	PDF	Jun 21, 2019
LIFTING_HOOKS_-_ATTACHMENT_-_3A_HOOK_DRAWINGS_-_10_TON.pdf	PDF	Jun 21, 2019
5T Hook 3D File.IGS	IGS file	Jun 21, 2019
LIFTING_HOOKS_-_ATTACHMENT_1_-_PRICING_SCHEDULE.xlsx	XLSX spreadsheet	Jun 21, 2019
10T Hook 3D File.STL	STL file	Jun 21, 2019
LIFTING_HOOKS_-_ATTACHMENT_4_-_REQUEST_FOR_CLARIFICATION.docx	DOCX document	Jun 21, 2019
LIFTING_HOOKS_-_ATTACHMENT_3_-_HOOK_DRAWINGS_5_TON.pdf	PDF	Jun 21, 2019
5T Hook 3D File.SLDPRT	—	Jun 21, 2019
LIFTING_HOOKS_-_ATTACHMENT_5_-_PAST_PERFORMANCE_QUESTIONNAIRE.docx	DOCX document	Jun 21, 2019
LIFTING__HOOKS_ATTACHMENT_3C_HOOK_DRAWINGS_3D.zip	ZIP file	Jun 21, 2019
10T Hook 3D File.IGS	IGS file	Jun 21, 2019
LIFTING_HOOKS_-_Combined_Synopsis_Solicitation.docx	DOCX document	Jun 21, 2019
17T Hook 3D File.STL	STL file	Jun 21, 2019
5T Hook 3D File.STL	STL file	Jun 21, 2019
LIFTING_HOOKS_ATTACHMENT_2_-_SPECIFICATION.docx	DOCX document	Jun 21, 2019
LIFTING_HOOKS_-_ATTACHMENT_6_-_USCG_OMBUDSMAN_NOTICE.doc	DOC document	Jun 21, 2019
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REVISION No: 1 . CHANGE NO: 0 .

SPECIFICATION

FABRICATION OF STEEL CUSTOM LIFTING HOOKS

Solicitation Number: 70Z08518Q 40015 B00

P-573-2033

ORIGINATED BY: Kirk Torstenson DATE: 1 Nov 2015 ORIGINATOR’S COMMAND: Surface Forces Logistic Center (SFLC)

DEPARTMENT / DIVISION: SFLC-ESD-NAME-NAV ARCH

INTERNAL REVIEWER (NAV ARCH): Tim McAllister	DATE 05/01/18
INTERNAL REVIEWER (NAV ARCH): Jason Cordell		DATE 05/02/18
INTERNAL REVIEWER (AUX): Brian Beverly			DATE 05/30/18
INTERNAL REVIEWER (CPD QA): DCCS Paul Engstrom	DATE 05/25/18
PRODUCT LINE APPROVAL: Jennifer Louzon			DATE 05/30/18

TABLE OF CONTENTS	Page
Revision History						2
1. Scope							3
2. Applicable Documents					3
3. Requirements						5
4. Quality Assurance and Testing				9
5. Preservation, Marking and Packaging			12
6. Notes							14
Appendix A – Hook Quality Assurance Sheets		17

Revision History

Rev

Note

Date

Initial Issue

Changed government internal approval authority in paragraphs 3.2.3, 3.2.4, 3.3.2, and 3.3.8.

KET

8/5/2019

FABRICATION OF STEEL CUSTOM LIFTING HOOKS	70Z08518Q 40015 B00
Specification P-573-2033		Rev 1 / Change No 0

07 May 2019

USCG-SFLC	HSCGxx-xx-x-xxxxx
1 Aug 2015	Attachment 1

CAST STEEL CUSTOM LIFTING HOOKS

SFLC-ESD-NAME-NAV ARCH P-583-XXXX

FABRICATION OF STEEL CUSTOM LIFTING HOOKS	70Z08518Q 40015 B00
Specification P-573-2033		Rev 1 / Change No 0

07 May 2019

Pg 3 of 21

SCOPE

1.1 Purpose – This specification sets forth the minimum requirements for fabrication of three (3) different capacity custom lifting hooks for the US Coast Guard for use on all buoy tender classes. These hooks are intended to be used primarily for lifting and handling of aids-to-navigation (ATON) and their concrete anchors (sinkers), but will be used for general lifting functions as well.

1.2 Background - Coast Guard personnel aboard buoy tenders have long been using lifting hooks to retrieve and deploy navigation buoys. Along the way, commercial off-the-shelf lifting hooks have been modified with tag line attachment points to expedite the handling process and to make things safer for the crew. Since these lifting hooks are heat treated by the vendor to obtain specific ductility and strength characteristics, the aforementioned modifications destroy the heat treatment to an unknown condition.

Accordingly, to provide custom lifting hooks that safely meet the needs and requirements of the buoy tender crews, the Naval Architecture Section at Surface Forces Logistics Center (SFLC) has developed a series of custom designs. These designs are both structurally sound and meet the required design factors as verified using linear finite element analysis (FEA). For the analysis for all three hook designs, no area of the hook exceeds 1/5 of the ultimate strength (42,000 psi) based on the minimum 210,000 psi ultimate strength of ASTM A148 Grade 210-180L. The requirements for fabricating these hooks are provided herein.

APPLICABLE DOCUMENTS

2.1 Document Availability

To obtain the referenced documents see section 6.1.

2.2 Government Documents

The following documents form a part of this specification to the extent specified herein. The Contractor is required to notify the Contracting Officer (KO) in writing for a resolution if an ambiguity or conflict is found in these specifications.

Coast Guard documents USCG Dwg No FL-1701-18, 17 Ton ATON Custom Hook USCG Dwg No FL-1701-19, 10 Ton ATON Custom Hook USCG Dwg No FL-1701-20, 5 Ton ATON Custom Hook SFLC Standard Specification 0740, Welding and Allied Processes SFLC-D-000-0100-H, Bar Coding for USCG SFLC Material Military Specifications MIL-PRF-22750G, Coatings, Epoxy, High Solids

OTHER GOVERNMENT DOCUMENTS

FED-STD 123H Marking for Shipment

2.3 Commercial Documents

American Society for Testing and Materials (ASTM) ASTM A148/A148M Standard Specification for Steel Castings, High Strength, for Structural Purposes ASTM A781/A781M Standard Specification for Castings, Steel and Alloy, Common Requirements, for General Industrial Use ASTM A903/A903MStandard Specification for Steel Castings, Surface Acceptance Standards, Magnetic Particle and Liquid Penetrant Inspection ASTM E709Standard Guide for Magnetic Particle Testing ASTM E165/E165M Standard Practice for Liquid Penetrant Examination for General Industry ASTM A802 Standard Practice for Steel Castings, Surface Acceptance Standards, Visual Examination ASTM D3951 Standard for Commercial Packaging

INTERNATIONAL ORGANIZATION FOR STANDARDIZATION (ISO)

ISO 8062-1 Geometric Product Specifications (GPS) – Dimensional and Geometric Tolerances for Moulded Parts – Part 1: Vocabulary ISO 8062-2 Geometric Product Specifications (GPS) – Dimensional and Geometric Tolerances for Moulded Parts – Part 2: Rules ISO 8062-3 Geometric Product Specifications (GPS) – Dimensional and Geometric Tolerances for Moulded Parts – Part 3: General dimensional and geometrical tolerances and machining allowances for castings

NCSL INTERNATIONAL (NSCL)

ANSI/NCSL Z540-3 Requirements for the Calibration of Measuring and Test Equipment ANSI/ASQ Q9001, 2008 Quality Systems Requirements

SAE INTERNATIONAL

SAE AMS-STD-595, Colors Used in Government Procurement

SOCIETY FOR PROTECTIVE COATINGS (SSPC)

SSPC-SP 5/NACE No. 1, White Metal Blast Cleaning

2.4 Specification Order of Preference

In the event of a conflict between the text of this specification and the references cited herein, the specification shall take preference.

requirements

3.1	Hook Capacities
3.1.1	Three (3) different hook designs are identified by working load limit (WLL) as listed below. Any reference to short ton or ton (T) implies equivalence to 2000 lb.
a)	17 tons / 34,000 lb
b)	10 tons / 20,000 lb
c)	5 tons / 10,000 lb
3.2	Material Requirements
3.2.1	All hooks shall be fabricated in accordance with ASTM A148 and ASTM A781.
3.2.2	All hooks shall be fabricated from either Grade 210-180L or Grade 165-150L cast steel in accordance with ASTM A148. Regardless of grade, the Contractor shall ensure that the measured failure loads of the hooks are at least 5.0 times greater than the working load limit for all three samples tested in Section 4.2.9, for each capacity, without increasing the size or weight of the provided designs described in Section 3.3.1.
3.2.3	Grade 210-180L was the basis for design by the USCG analyzed from the perspective of stress level as described in the Scope, and is believed to be quite conservative. If the Contractor can verify the failure load and that the design factor of 5 can be satisfied before hooks are fabricated through use of rapid prototyping or computational means, such as nonlinear finite element (FEA), then the hook size could be reduced for the purpose of reducing weight. This would only be allowed after being brought to the attention of the KO, but approved by Technical. Regardless, the Contractor is responsible for meeting the design factor requirement as stated in Section 3.2.2.
3.2.4	Chemical composition and heat treatment shall be selected by the Contractor to obtain the required mechanical properties, shall be brought to the attention of the KO, but approved by Technical. Maximum allowable sulfur and phosphorus content shall be dictated by Table 1 of ASTM A148.
3.3	Fabrication Requirements
3.3.1.	Hook shapes and sizes shall be based on the 3D Solidworks (v2014) files developed by the Coast Guard. There is a separate file for each of the three hooks. Other 3D file formats will be provided upon request. The basic hook shapes are also shown in USCG Dwg No FL-1701-18, FL-1701-19, and FL-1701-20.
3.3.2	The hook shapes provided are based solely on geometric and structural concerns. Any hook design deviations from the Coast Guard provided design parameters shall be brought to the attention of the KO, but approved by Technical. These changes, if approved, shall be done to accommodate Contractor’s best practices for producing flaw-free castings. The Coast Guard will work with the Contractor to amicably finalize hook shape and dimensions, if required. This collaborative period shall be performed at the Contractor’s site, remotely via telephone and electronic communication, or a combination of both at the discretion of the Coast Guard.
3.3.3	Tolerances – Except where specified, all hooks shall maintain a tolerance no greater than casting tolerance CT10 in accordance with ISO 8062. Tolerances for critical dimensions, shown in Figure 1, shall be in accordance Table 1.
3.3.4	Surface Finish – All surface areas of all hooks shall have a maximum roughness of 420 micro-inch RMS. Any machined surfaces shall have a maximum roughness of 120 micro-inch RMS.

Figure 1 – Critical Dimensions

Table 1 – Tolerances

Applicability

Dimension Description

Basic

Dimension Total Tolerance

All Hooks

Throat (A)

4.000

0.13

0.065

Eye inside diameter (vertical) (H)

2.250

0.11

0.055

Eye inside diameter (horizontal) (I)

2.250

0.11

0.055

Latch boss to stop blocks (J)

4.650

1.01

0.005

Shackle boss hole (K)

0.313

0.04

0.040

0.000

Latch stop width (L)

0.400

0.04

0.000

0.040

Shackle boss width (M)

1.100

0.06

0.000

0.060

Latch boss width (N)

0.550

0.06

0.000

0.060

17 Ton Hook

Maximum depth (B)

4.000

0.13

0.130

0.000

Maximum thickness (C)

3.300

0.13

0.130

0.000

Eye ring depth (left side) (D)

1.563

0.11

0.110

0.000

Eye ring thickness (left side) (E)

1.375

0.11

0.110

0.000

Eye ring depth (right side) (F)

1.563

0.11

0.110

0.000

Eye ring thickness (right side) (G)

1.375

0.11

0.110

0.000

10 Ton Hook

Maximum depth (B)

3.250

0.13

0.130

0.000

Maximum thickness (C)

2.200

0.13

0.130

0.000

Eye ring depth (left side) (D)

1.313

0.11

0.110

0.000

Eye ring thickness (left side) (E)

1.313

0.11

0.110

0.000

Eye ring depth (right side) (F)

1.313

0.11

0.110

0.000

Eye ring thickness (right side) (G)

1.313

0.11

0.110

0.000

5 Ton Hook

Maximum depth (B)

2.250

0.13

0.130

0.000

Maximum thickness (C)

1.760

0.13

0.130

0.000

Eye ring depth (left side) (D)

1.000

0.11

0.110

0.000

Eye ring thickness (left side) (E)

1.000

0.11

0.110

0.000

Eye ring depth (right side) (F)

1.000

0.11

0.110

0.000

Eye ring thickness (right side) (G)

1.000

0.11

0.110

0.000

3.3.5 Markings – The data described below and in Table 2 shall be cast or machined directly into each hook in embossed/raised or engraved/sunken alphanumeric characters that reside in recessed pockets to protect from damage. The recessed pocket shall be 0.10-0.12 inches deep for embossed characters and 0.04-0.06 inches deep for engraved characters. The pocket shall have radiused corners no less than 0.25 inches, and shall be nominally located as shown in USCG Dwg No FL-1701-18, FL-1701-19, and FL-1701-20. Exact location on the hook shall be determined during the collaborative period described in Section 3.3.2. All characters shall be at least 0.2 inches in height and 0.05 inches deep. Characters and recessed pockets may contain draft. Characters may be cast, machined, or applied through a combination of casting and machining.

One side

a) USCG

b) WLL / Design Factor (DF) - See Table 2

c) Contractor name and/or insignia Opposite side

d) Part number - See Table 2

e) National Stock Number (NSN) – See Table 2

f) Unique serial number - Serial number shall be unique to each hook and part of this number shall include the heat number. For example, if the heat number is 115269, then the first serial number would be “S/N 115269-001”.

Table 2 – Hook Data

Capacity

WLL / DF

Part Number

NSN

17 Ton

17T WLL / 5DF

P/N CGH17TAGP001

NSN 4030-01-652-4480

10 Ton

10T WLL / 5DF

P/N CGH10TAGP001

NSN 4030-01-651-9511

5 Ton

5T WLL / 5DF

P/N CGH5TAGP001

NSN 4030-01-651-4802

3.3.6	Repair by Welding – Repair welding shall be allowed as described in ASTM A148, and performed in accordance with SFLC Standard Specification 0740. Any such repair shall require suitable heat treatment of the entire hook afterwards. Any hook with repair welds shall also be subjected to visual inspection, surface non-destructive evaluation, and static pull test as described in Section 4.2. Documentation of all weld repairs shall be included in written report(s).
3.3.7	Heat Treatment – Cast hooks shall undergo a heat treatment as necessary to meet the requirement of ASTM A148 after completion of all machining and repair welding (if necessary). A heat treatment certificate shall be provided.
3.3.8	Coatings – After all testing is complete and satisfactory, each hook shall be prepared for coating by abrasive blast cleaning to “White Metal” status in accordance with SSPC-SP 5/ NACE No. 1, and coated with an appropriate primer. Each hook shall then be epoxy coated with MIL-PRF-22750G, Type III (Enhanced Corrosion Performance), Class H, Grade A, semi-gloss. Color shall be yellow #23538 from SAE AMS-STD-595. Other similar high visibility colors may be used instead with written request to the KO and approval from Technical. Coating shall be 5-9 mils in dry film thickness.
3.4.	Patterns
3.4.1	Patterns, and any modifications to patterns, shall be made of any material deemed acceptable by the Contractor that meets the requirements of Section 3.4.2.
3.4.2	Patterns shall compensate for shrinkage and other factors so the final cast hook shape and dimensions meet the requirements of Section 3.3.1 and Section 3.3.2.
3.4.3	Patterns shall produce at least 500 parts each, without repair or conditioning.
3.4.4	Patterns shall be assigned a unique identification number. Modified patterns shall keep the same basic identification number with an additional discriminator. For example pattern ID #12345 could become #12345A or #12345-1 after modification.
3.4.5	Patterns shall be the property of the Coast Guard, and at the conclusion of the contract, all patterns, regardless of condition, shall be sent to the KO.

quality assurance and TESTING

4.1.	QUALITY ASSURANCE
4.1.1	General - The Contractor shall employ their internal quality assurance (QA) program to ensure that all parts offered to the Coast Guard for acceptance or approval conform to the contract requirements. This internal QA Program shall conform to ANSI/ASQ Q9001. The QA program shall be documented and available for review upon request by the KO.
4.1.2	CG Quality Assurance Inspectors – CG Quality Assurance Inspector shall be present for Contractor completed inspections and tests. A summary of the Contractor performed product inspections and test to be witnessed by the CG Quality Assurance Inspector can be found in Appendix A.
4.1.3	Records & Reporting – The Contractor shall maintain records and submit written reports of all inspections, tests and other required data. The records/reports at a minimum shall indicate description of test setup and procedure, photographs, the nature and number of observations made, results and conclusions, the number and types of deficiencies found, and any corrective action taken. All reports shall also contain a listing of serial numbers to which the report applies. A copy of all reports and certifications, listed below, shall be provided to the KO in electronic format. Reports shall be assigned a unique report number which shall also be part of the electronic file name. Certificates and other documentation specific to a single serial number shall reflect that serial number in the file name. At the discretion of the Contractor, documentation may be combined or submitted individually.
a)	Quality Assurance Summary which shall be completed by USCG and Contractor QA representatives (See Appendix A)
b)	Dimensional Tolerance Inspection (See Section 4.2.7 and Appendix A)

c) Static Load Test Report (See Section 4.2.4)

d) Static Load Test Certificate (See Section 4.2.4.d)

e) Heat Treatment Certificate (See Section 3.3.7)

f) Chemical Composition Test Report (See Section 4.2.1)

g) Tension Test Report (See Section 4.2.2)

h) Charpy Impact Test Report (See Section 4.2.3)

i) Visual & Surface NDE Inspection Reports (Section 4.2.5 & 4.2.6)

j) Destructive Load Test Report (See Section 4.2.9)

4.1.4	Batch – The Contractor shall assign a unique serial number to each batch fabricated under this specification. A batch shall correspond to hooks fabricated from a specific pattern and heat combination.
4.1.5	Traceability - The Contractor shall maintain the traceability of steel throughout the production, inspection, and testing processes. Each hook offered under this specification shall be traceable by batch number and heat from which it was made.
4.1.6	Calibration – The Contractor, as well as any Subcontractors, shall be required to maintain a test equipment calibration program in compliance with ANSI/NCSL Z540-3. The program shall be documented and traceable to the National Institute of Standards and Technology (NIST).
4.1.7	Responsibility for Inspection – The Contractor shall be responsible for the performance of all inspection requirements specified herein, except as noted, and shall provide the KO at least 14 days prior notification of all events. The Contractor shall provide space, personnel, and test equipment for conducting all inspection and testing requirements. All inspection and testing shall be performed at the Contractor’s plant or at other facilities acceptable to the Coast Guard. The Coast Guard reserves the right to verify or perform any of the inspections that are deemed necessary to assure that parts conform to the prescribed requirements. The Coast Guard intends to have an SFLC Quality Assurance Inspector or technical representative onsite for all tests and inspections.
4.1.8	Responsibility for Compliance – The inspections and tests set forth in this specification shall become part of the Contractor’s overall quality program. The absence of any inspection requirements in the specification shall not relieve the Contractor of the responsibility of assuring that all products or supplies submitted to the government for acceptance comply with all requirements of the contract. Sampling for quality conformance does not authorize submission of known defective material (either indicated or actual) nor does it commit the government to acceptance of defective material.

4.1.9 If an individual hook, batch, or heat fail any inspection or test, the Contractor shall report the failure and the recommended fix to the KO. If approved, the corrective action on the materials or processes shall be taken. The KO reserves the right to totally reject any failed hook without considering any suggested corrective action. Some test failures result in condemnation of numerous hooks based on batch or heat as indicated in Table 3, for which there is no allowable corrective action.

Table 3 – Test Failures with No Corrective Action

Failed Test

Result

Tension Test

All hooks from the same heat are not acceptable

Charpy Impact Test

All hooks from the same heat are not acceptable

Destructive Load Test

All hooks cast from the same pattern are not acceptable

4.2 TEST AND INSPECTION REQUIREMENTS

The following tests, inspections, and non-destructive examination (NDE) shall be performed.

4.2.1	Chemical Composition – A chemical composition analysis shall be performed for each heat in accordance with ASTM A148, Section 7. This analysis report shall also include the proposed composition from Section 3.2.3 for comparison.
4.2.2	Tension Test - A tension test shall be performed from each heat and heat treatment combination in accordance with ASTM A148, Section 8. Conformance shall be determined for tensile strength, minimum yield point, elongation in 2 inches, and reduction of area. Acceptance criteria shall be dictated by Table 2 of ASTM A148.
4.2.3	Charpy Impact Test – A Charpy impact test shall be performed for each heat and heat treatment combination in accordance with ASTM A148, Section 9 at a sample temperature of -40 ± 2° F. Acceptance criteria for absorbed energy shall be as dictated by Table 3 of ASTM A148.
4.2.4	Static Load Test – A static load test shall be performed on each hook.

a) Load shall be applied by external means at a magnitude between 200% and 205% of WLL. Load shall be held for a minimum of 10 minutes.

b) Acceptance criteria shall be no measureable permanent deformation allowed after test weight is released. This shall be verified through subsequent surface NDE, and critical dimension inspection.

c) Each hook shall be fitted with a stainless steel label plate permanently wired (stainless steel wire) to the hook eye documenting the static pull test. Information to be included on the label plate includes date, performing organization, test weight, and hook serial number. Characters shall be no less than 1/8” tall and shall be embossed, engraved, or otherwise permanently marked with relief.

d) A certificate documenting the static load test shall be prepared for each hook. The certificate, at a minimum, shall include the hook WLL, serial number, hook manufacturer, test date, test weight, testing organization, and statement of successful test result. A hardcopy of the certificate shall be included in the box with each hook. (See Section 5.2.1)

4.2.5 Visual inspection (VT) shall be performed in accordance with ASTM A802.

a) Each casting shall be visually examined for conformance with specified dimensions and surface conditions and to assure that identification markings have been maintained and are accurate.

b) VT shall be conducted on 100% of all accessible surfaces of all hooks. Casting surfaces shall be free from cracks, tears, laps, shrinkage, inclusions, gas holes, and other harmful or injurious defects.

c) Acceptance criteria shall be Level I as defined by ASTM A802.

4.2.6 Surface NDE - Magnetic particle examination (MT) or liquid penetrant examination (PT) shall be performed in accordance with ASTM E709 or ASTM E165 respectively. Method selection shall be at the discretion of the Contractor.

a) MT or PT shall be conducted on 100% of all accessible surface areas of all hooks.

b) Acceptance criteria shall be Level I as defined by ASTM A903.

c) Certified test reports shall be provided per ASTM A903.

d) Surface NDE shall be performed after static load test.

4.2.7	Dimensional Tolerance Inspection – All of the critical dimensions itemized in Figure 1 and Table 1 (See USCG Dwg No FL-1701-18, FL-1701-19, and FL-1701-20 for reference) shall be measured and verified within specified tolerance for each hook after the static load test is performed. Results shall be included in the report(s). See Appendix A for sample Dimensional Tolerance Inspection forms.
4.2.8	Fit Test – Fit tests shall be performed on every hook by using a safety latch assembly and shackle shown as PC#2 and PC#3 respectively on drawing numbers FL-1701-18, FL-1701-19 and FL-1701-20. One each safety latch and shackle will be provided as Government Furnished Equipment (GFE) as they fit all three hook capacities. The safety latch assembly is comprised of a safety latch, torsion spring, nut and bolt. Acceptance criteria for the latch shall be full range of motion with bolt and nut installed from hook body to the stops at the tip. Acceptance criteria for the latch shall be loose fit of the screw pin and full range of rotation.
4.2.9	Destructive Load Test – Destructive load tests shall be performed to validate the hook designs, and are required after each pattern is newly created or modified. They shall be performed on randomly selected hooks.

a) Test samples shall be selected from hooks that have satisfactorily completed all other testing and would have been acceptable parts.

b) Tests shall be performed on 3 different samples for each new or modified pattern. Note: ANY modification to a pattern, exclusive of markings, will require destructive load testing.

c) The ultimate load (to the closest 100 lb) shall be obtained and reported for every tested hook.

d) Acceptance criteria is that all 3 samples for a given new pattern or modified pattern shall be greater than the failure load for each provided in Table 4.

Table 4 – Minimum Failure Loads

Capacity

Minimum Failure Load

(lb)

(ton)

17 Ton

170,000

10 Ton

100,000

5 Ton

50,000

4.2.10 Pre-Delivery Packaging Inspection – Coast Guard QA personnel will inspect at least one completed and painted hook and associated packaging with label and copy of static load test certificate as described in 5.2.1. For inspection, the box shall be unsealed. No records or report are necessary for this inspection.

4.2.11 Test Samples – All test samples from the tension tests, Charpy V-notch tests, and destructive load tests shall be the property of the Coast Guard. At the conclusion of the testing, these samples shall be sent to a point of contact and address as dictated by the KO. This address will be different than the address for the accepted hooks.

Preservation, Marking and PAckaging

5.1 Parts supplied under this contract shall be preserved, packaged and marked for shipping in accordance with ASTM D3951-10 and FED STD 123H. The Coast Guard reserves the right to inspect the preservation, packaging and marking of all parts prior to release for shipment.

5.2	Each hook shall be individually packaged in a corrugated cardboard box of sufficient capacity for the part contained within. It shall be suitably sized to prevent movement during shipping with a minimum of packing/fill materials. It shall also be reinforced with glass filament strapping tape secured around the girth in the two primary directions. The unit of issue shall be one each. The box shall be used for inside storage, and then reshipment to the end user.
5.2.1	A copy of the hook static load test certificate shall be included inside the box for each hook. (See Section 4.2.4.d)
5.2.2	The use of excelsior, newspaper, shredded paper, similar hydroscopic (water absorbing) or non-neutral materials, and all types of loose fill materials for cushioning, fill, and stabilization is prohibited.
5.2.3	The box shall be marked twice to identify the contents on two different sides of the box. Markings shall be black on white. Lettering shall be between 12 point and 18 point type, or equivalent. The following information shall be marked on separate lines with a sample shown in Figure 2. The bar code shall be prepared in accordance with SFLC-D-000-0100-H, and may be affixed separately from the rest of the marking data.

- Part Description – “ATON HOOK, XX TON WLL”,

- Part Number - “USCG P/N: CGHXXTAGP001”

- National Stock Number - “NSN: XXXX-XX-XXX-XXXX”

- Serial Number - “S/N: XXXXX-XXX”

- “DHS CONTRACT NO: XXXXXX-XX-X-XXXXX”

- “UNIT OF ISSUE: 1 EA”

- “SHIPPING WEIGHT: XX.X LB”

- Government condition code: “MATERIAL CONDITION: [A]”

- NSN in bar code format

- “US GOVERNMENT PROPERTY”

- “USCG SFLC MATERIAL”

ATON HOOK, 10 TON WLL

USCG P/N: CGH10TAGP001

NSN: 4030-01-651-9511

S/N: 115269-001

DHS CONTRACT NO: 70Z08518Q 40015 B00

UNIT OF ISSUE: 1 EA

SHIPPING WEIGHT: 20.0 LB

MATERIAL CONDITION: A

US GOVERNMENT PROPERTY

USCG SFLC MATERIAL

Figure 2 – Sample Box Marking Label

5.3.	MULTIPACK SHIPMENTS. Where multiple hooks (of the same or different rating) or multiple parts are being delivered to the government under one delivery order, each individual part shall be individually boxed and marked as described in Section 5.2. Multiple boxes may then be gathered and packaged into larger containers for consolidated shipping purposes.
5.3.1	The use of excelsior, newspaper, shredded paper, similar hydroscopic (water absorbing) or non-neutral materials, and all types of loose fill materials for cushioning fill and stabilization is prohibited.
5.3.2	A packing list identifying the contents by National Stock Numbers / bar codes and quantities shall be provided in a clear plastic Packing List envelope on the outside of the container. National Stock Numbers / bar codes shall not otherwise be provided on the outside of the shipping container.
5.3.3	The shipping container shall be marked or stenciled on at least 2 sides in black on white, in lettering between 14 and 20 point type, or equivalent with the information below with a sample shown in Figure 3.

- “MULTIPACK SHIPMENT”

- “DHS CONTRACT NO: XXXXXX-XX-X-XXXXX”

- “BOX A OF B”

- “SHIPPING WEIGHT: XXXX.X LB

- “US GOVERNMENT PROPERTY”

-“USCG SFLC MATERIAL”

MULTIPACK SHIPMENT

DHS CONTRACT NO: 70Z08518Q 40015 B00

BOX 1 OF 4

SHIPPING WEIGHT: 600.0 LB

US GOVERNMENT PROPERTY

USCG SFLC MATERIAL

Figure 3 – Sample Multipack Marking Label

Notes

6.1 Government & Commercial Document Sources

Government Documents Specification and Standards (DODISS Documents) Standardizations Document Order Desk 700 Robbins Avenue Building #4, Section D Philadelphia, PA. 19111-5094 215-697-2667 http:\\assist.daps.mil

DOD & Navy Publications and Forms (Other Than DODISS) Naval Publication and Forms Center 5801 Tabor Ave.

Philadelphia, PA. 19120 215-697-2000

Commercial Documents ASTM International 1916 Race Street Philadelphia PA. 19103-1187 215-299-5585

FAX 215-977-9679

American National Standards Institute (ANSI) 1430 Broadway New York, NY 10018 212-642-4900

International Organization for Standardization ISO Central Secretariat

BIBC II

Chemin de Blandonnet 8

CP 401

1214 Vernier, Geneva Switzerland +41 22 749 01 11 http://www.iso.org

NCSL INTERNATIONAL

5766 Central Ave, Suite 150 Boulder, CO 80301 Phone: 303-440-3339 Fax: 303-440-3384 Email: info@ncsli.org http://www.ncsli.org/

SAE INTERNATIONAL

Customer Service 400 Commonwealth Drive Warrendale, PA 15096-0001 Phone: 877-606-7323 http://www.sae.org

SOCIETY FOR PROTECTIVE COATINGS (SSPC)

800 Trumbull Drive Pittsburgh, PA 15205 Phone: 412-281-233 Toll-free: 877-281-7772 Fax: 412-281-9992 Email: info@sspc.org

APPENDIX A – HOOK QUALITY ASSURANCE SHEETS

TEST & INSPECTION REPORT - 17 TON WLL HOOK

Quality Assurance Summary

ITEM

CRITERIA

VALUE

SPEC SECTION

Hook Serial Number

serial number

3.3.5.f

Hook WLL

WLL

17 ton

3.1.1

Pattern ID Number

serial number

3.4.3

Batch Number

number

Heat Number

number

Heat Treated

Yes / No

3.3.7

Repair Welded

Yes / No

3.3.6

Chemical Composition Analysis Verified (each heat)

Yes / No

4.2.1

Tension Test (each heat)

Pass / Fail

4.2.2

Charpy V-Notch Test (each heat)

Pass / Fail

4.2.3

Static Load Test

Pass / Fail

4.2.4

Visual Inspection (VT)

Pass / Fail

4.2.5

Surface NDE

Pass / Fail

4.2.6

Surface finish (Cast) (420 micro-inch max)

Pass / Fail

3.3.4

Surface finish (Machined) (120 micro-inch max)

Pass / Fail

3.3.4

Dimensional Tolerance Inspection (see below)

Pass / Fail

4.2.7 & 3.3.3

Destructive Load Test

Pass / Fail

4.2.9

Fit Test

Pass / Fail

4.2.8

Dimensional Tolerance Inspection (All Dimensions in Inches)

Dimension Description

Basic Dimension

Total Tolerance

Max Dimension

Measured

Min Dimension

Throat (A)

4.000

0.13

+0.065

-0.065

4.065

3.935

Maximum depth (B)

4.000

0.13

+0.130

-0.000

4.130

4.000

Maximum thickness (C)

3.300

0.13

+0.130

-0.000

3.430

3.300

Eye ring depth (left side) (D)

1.563

0.11

+0.110

-0.000

1.673

1.563

Eye ring thickness (left side) (E)

1.375

0.11

+0.110

-0.000

1.485

1.375

Eye ring depth (right side) (F)

1.563

0.11

+0.110

-0.000

1.673

1.563

Eye ring thickness (right side) (G)

1.375

0.11

+0.110

-0.000

1.485

1.375

Eye inside diameter (vertical) (H)

2.250

0.11

+0.055

-0.055

2.305

2.195

Eye inside diameter (horizontal) (I)

2.250

0.11

+0.055

-0.055

2.305

2.195

Latch boss to stop blocks (J)

4.650

0.01

+0.005

-0.005

4.655

4.645

Shackle boss hole (K)

0.313

0.04

+0.040

-0.000

0.353

0.313

Latch stop width (L)

0.400

0.04

+0.000

-0.040

0.400

0.360

Shackle boss width (M)

1.100

0.06

+0.000

-0.060

1.100

1.040

Latch boss width (N)

0.550

0.06

+0.000

-0.060

0.550

0.490

TEST & INSPECTION REPORT - 10 TON WLL HOOK

ITEM

CRITERIA

VALUE

SPEC SECTION

Hook Serial Number

serial number

3.3.5.f

Hook WLL

WLL

10 ton

3.1.1

Pattern ID Number

serial number

3.4.3

Batch Number

number

4.1.4

Heat Number

number

Heat Treated

Yes / No

3.3.7

Repair Welded

Yes / No

3.3.6

Chemical Composition Analysis Verified (each heat)

Yes / No

4.2.1

Tension Test (each heat)

Pass / Fail

4.2.2

Charpy V-Notch Test (each heat)

Pass / Fail

4.2.3

Static Load Test

Pass / Fail

4.2.4

Visual Inspection (VT)

Pass / Fail

4.2.5

Surface NDE

Pass / Fail

4.2.6

Surface finish (Cast) (420 micro-inch max)

Pass / Fail

3.3.4

Surface finish (Machined) (120 micro-inch max)

Pass / Fail

3.3.4

Dimensional Tolerance Inspection (see below)

Pass / Fail

4.2.7 & 3.3.3

Destructive Load Test

Pass / Fail

4.2.9

Fit Test

Pass / Fail

4.2.8

Dimension Description

Basic Dimension

Total Tolerance

Max Dimension

Measured

Min Dimension

Throat (A)

4.000

0.13

+0.065

-0.065

4.065

3.935

Maximum depth (B)

3.250

0.13

+0.130

-0.000

3.380

3.250

Maximum thickness (C)

2.200

0.13

+0.130

-0.000

2.330

2.200

Eye ring depth (left side) (D)

1.313

0.11

+0.110

-0.000

1.423

1.313

Eye ring thickness (left side) (E)

1.313

0.11

+0.110

-0.000

1.423

1.313

Eye ring depth (right side) (F)

1.313

0.11

+0.110

-0.000

1.423

1.313

Eye ring thickness (right side) (G)

1.313

0.11

+0.110

-0.000

1.423

1.313

Eye inside diameter (vertical) (H)

2.250

0.11

+0.055

-0.055

2.305

2.195

Eye inside diameter (horizontal) (I)

2.250

0.11

+0.055

-0.055

2.305

2.195

Latch boss to stop blocks (J)

4.650

0.01

+0.005

-0.005

4.655

4.645

Shackle boss hole (K)

0.313

0.04

+0.040

-0.000

0.353

0.313

Latch stop width (L)

0.400

0.04

+0.000

-0.040

0.400

0.360

Shackle boss width (M)

1.100

0.06

+0.000

-0.060

1.100

1.040

Latch boss width (N)

0.550

0.06

+0.000

-0.060

0.550

0.490

TEST & INSPECTION REPORT - 5 TON WLL HOOK

ITEM

CRITERIA

VALUE

SPEC SECTION

Hook Serial Number

serial number

3.3.5.f

Hook WLL

WLL

5 ton

3.1.1

Pattern ID Number

serial number

3.4.3

Batch Number

number

4.1.4

Heat Number

number

Heat Treated

Yes / No

3.3.7

Repair Welded

Yes / No

3.3.6

Chemical Composition Analysis Verified (each heat)

Yes / No

4.2.1

Tension Test (each heat)

Pass / Fail

4.2.2

Charpy V-Notch Test (each heat)

Pass / Fail

4.2.3

Static Load Test

Pass / Fail

4.2.4

Visual Inspection (VT)

Pass / Fail

4.2.5

Surface NDE

Pass / Fail

4.2.6

Surface finish (Cast) (420 micro-inch max)

Pass / Fail

3.3.4

Surface finish (Machined) (120 micro-inch max)

Pass / Fail

3.3.4

Dimensional Tolerance Inspection (see below)

Pass / Fail

4.2.7 & 3.3.3

Destructive Load Test

Pass / Fail

4.2.9

Fit Test

Pass / Fail

4.2.8

Dimension Description

Basic Dimension

Total Tolerance

Max Dimension

Measured

Min Dimension

Throat (A)

4.000

0.13

+0.065

-0.065

4.065

3.935

Maximum depth (B)

2.250

0.13

+0.130

-0.000

2.380

2.250

Maximum thickness (C)

1.760

0.13

+0.130

-0.000

1.890

1.760

Eye ring depth (left side) (D)

1.000

0.11

+0.110

-0.000

1.110

1.000

Eye ring thickness (left side) (E)

1.000

0.11

+0.110

-0.000

1.110

1.000

Eye ring depth (right side) (F)

1.000

0.11

+0.110

-0.000

1.110

1.000

Eye ring thickness (right side) (G)

1.000

0.11

+0.110

-0.000

1.110

1.000

Eye inside diameter (vertical) (H)

2.250

0.11

+0.055

-0.055

2.305

2.195

Eye inside diameter (horizontal) (I)

2.250

0.11

+0.055

-0.055

2.305

2.195

Latch boss to stop blocks (J)

4.650

0.01

+0.005

-0.005

4.655

4.645

Shackle boss hole (K)

0.313

0.04

+0.040

-0.000

0.353

0.313

Latch stop width (L)

0.400

0.04

+0.000

-0.040

0.400

0.360

Shackle boss width (M)

1.100

0.06

+0.000

-0.060

1.100

1.040

Latch boss width (N)

0.550

0.06

+0.000

-0.060

0.550

0.490 image1.png image2.png

File details come from the government source that posted it.