Hook_Spec_(P-573-2033)_Final_08-22-2017_Change_1.pdf

FABRICATION OF STEEL CUSTOM LIFTING HOOKS

Specification P-573-2033 01 Nov 2015

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Rev 0 / Change No 1

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REVISION No: 0 . CHANGE NO: 1 .

SPECIFICATION

Solicitation Number: HSCG40-17-Q-40401

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 02/16/16 INTERNAL REVIEWER (NAV ARCH): Jason Cordell DATE 02/01/16 INTERNAL REVIEWER (AUX): Mark Tilyou DATE 02/09/16 PRODUCT LINE APPROVAL: Ernie Roig DATE 03/30/16

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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 By Date

- Initial Issue

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FABRICATION OF STEEL CUSTOM LIFTING HOOKS HSCG40-17-Q-40401

Specification P-573-2033 Rev 0 / Change No 1 01 Nov 2015

1. SCOPE

1.1 Purpose – This specification sets forth the minimum requirements for purchase 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 primarily be used 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 Logistic Center (SFLC) has developed a series of custom designs. These designs are both structurally sound (actually believed to be over designed) 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.

2. 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, 2014

SFLC-D-000-0100-H, Bar Coding for USCG SFLC Material, 12/2011

MILITARY SPECIFICATIONS

MIL-PRF-22750G, Coatings, Epoxy, High Solids, 12 Sept 2011

OTHER GOVERNMENT DOCUMENTS

FED-STD 123H Marking for Shipment, 8 Aug 2007

FABRICATION OF STEEL CUSTOM LIFTING HOOKS HSCG40-17-Q-40401

Specification P-573-2033 Rev 0 / Change No 1 01 Nov 2015

2.3 Commercial Documents

AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM)

ASTM A148/A148M-15a Standard Specification for Steel Castings, High Strength, for Structural Purposes

ASTM A781/A781M-14b Standard Specification for Castings, Steel and Alloy, Common Requirements, for General Industrial Use

ASTM A903/A903M-99 (2012) Standard Specification for Steel Castings, Surface Acceptance Standards, Magnetic Particle and Liquid Penetrant Inspection

ASTM E709-15 Standard Guide for Magnetic Particle Testing

ASTM E165/E165M-12 Standard Practice for Liquid Penetrant Examination for General Industry

ASTM A802-95 (2015) Standard Practice for Steel Castings, Surface Acceptance Standards, Visual Examination

ASTM D3951-10 Standard for Commercial Packaging

INTERNATIONAL ORGANIZATION FOR STANDARDIZATION (ISO)

ISO 8062-1:2007 Geometric Product Specifications (GPS) – Dimensional and Geometric Tolerances for Moulded Parts – Part 1: Vocabulary

ISO 8062-2:2013 Geometric Product Specifications (GPS) – Dimensional and Geometric Tolerances for Moulded Parts – Part 2: Rules

ISO 8062-3:2007 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, 2006 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, 2017

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.

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3. 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 short tons (T) / 34,000 lb

b) 10 short tons (T) / 20,000 lb

c) 5 short tons (T) / 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.

3.2.3 Regardless of grade, the Contractor shall ensure that the measured failure loads of the hooks are at least 5.0 times greater than the design working load limit for all three hook capacities.

a) The Contractor shall prove the factor of safety of 5.0 by conducting destructive testing as required in Section 4.2.9, for each capacity.

b) The Contractor shall meet this requirement without increasing the size or weight of the provided designs described in Section 3.3.1. Grade 210- 180L was the basis for design by the USCG, and is believed to be conservative.

3.2.4 Chemical composition and heat treatment shall be selected by the Contractor to obtain the required mechanical properties, but shall be approved by the KO. 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 approved by the KO. These changes, if approved, shall be done to accommodate Contractor’s best practices for producing flaw-free castings.

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 1A, Table 1B, and Table 1C.

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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

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Table 1A - Tolerances - 17 Ton Hook Dimension Description Basic

Dimension Total

Tolerance

Throat (A) 4.000 0.13 0.065 / 0.065 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 Eye inside diameter (vertical) (H) 2.250 0.11 0.055 / 0.055 Eye inside diameter (horizontal) (I) 2.250 0.11 0.055 / 0.055 Latch boss to stop blocks (J) 4.650 0.01 0.005 / 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

Table 1B - Tolerances - 10 Ton Hook Dimension Description Basic

Dimension Total

Tolerance

Throat (A) 4.000 0.13 0.065 / 0.065 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 Eye inside diameter (vertical) (H) 2.250 0.11 0.055 / 0.055 Eye inside diameter (horizontal) (I) 2.250 0.11 0.055 / 0.055 Latch boss to stop blocks (J) 4.650 0.01 0.005 / 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

Table 1C - Tolerances- 5 Ton Hook Dimension Description Basic

Dimension Total

Tolerance

Throat (A) 4.000 0.13 0.065 / 0.065 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 Eye inside diameter (vertical) (H) 2.250 0.11 0.055 / 0.055 Eye inside diameter (horizontal) (I) 2.250 0.11 0.055 / 0.055 Latch boss to stop blocks (J) 4.650 0.01 0.005 / 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

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3.3.5 Markings – The data described below and in Table 2 shall be cast directly into each hook in raised alphanumeric characters that reside in recessed pockets to protect from damage. The recessed pocket shall be approximately 0.20 to 0.15 inches deep with 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. All characters shall be at least 0.2 inches in height and 0.05 inches deep. Characters and recessed pockets may contain draft. Alternatively, these markings may be machined into the hooks instead of casting, or applied through a combination of machining and casting.

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 / 5.0 DF P/N CGH17TAGP001 NSN 4030-01-652-4480

10 Ton 10T WLL / 5.0 DF P/N CGH10TAGP001 NSN 4030-01-651-9511

5 Ton 5T WLL / 5.0 DF 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.

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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. Each shall be epoxy coated with MIL-PRF-22750G, Type III (Enhanced Corrosion Performance), Class H, Grade A, semi-gloss. Color shall be orange/yellow #13538 from AMS STD 595 or other similar high visibility color.

Color numbers 13415, 13507, 13591, 13618, or 13655 area also acceptable. Coating shall be 5-9 mils in 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. Each pattern shall produce at least 1,000 parts each.

3.4.4. All patterns shall be assigned a unique identification number. Modified patterns shall keep the same pattern identification number.

3.4.5. All 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.

4. 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 1.

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 the corrective action taken. A copy of test certifications, including any tests by outside Contractors, shall be provided to the KO when issued. At the discretion of the Contractor, reports may be combined or submitted individually.

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.

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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 cast from the same heat are not acceptable

Charpy Impact Test All hooks cast from the same heat are not acceptable

Destructive Load Test All hooks cast from the same pattern are not acceptable

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4.2 TEST AND INSPECTION REQUIREMENTS

The following tests, inspections, and non-destructive examination (NDE) shall be performed by the Contractor prior to acceptance.

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 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 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 all hooks.

a) Load shall be applied by external means at a magnitude of at least 200% of WLL but no more than 205% 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 with subsequent surface NDE.

c) Each hook shall be fitted with a metallic label plate permanently wired to the hook eye documenting the static pull test. Information to be included on the label plate includes date, performing organization and test weight.

d) A certificate documenting the static load test shall be prepared for each hook.

The certificate, at a minimum, shall include the hook WLL and serial number, test date, test weight, testing organization, and statement of successful test result.

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.

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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 preformed after static load test.

4.2.7 Dimensional Tolerance Inspection – All of the critical dimensions itemized in Figure 1, Table 1A, Table 1B, Table 1C, USCG Dwg No FL-1701-18, FL-1701-19, and FL-1701-20 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).

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 – Contractor performed destructive load tests shall be completed to validate the hook designs, and are required after each pattern is newly created or modified. They shall be performed on randomly selected hooks for each capacity.

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 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 85

10 Ton 100,000 50

5 Ton 50,000 25

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4.2.10 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.

5. 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 commercial reinforced cardboard box, or padded envelope for 5 ton hook, of sufficient capacity for associate hook. The box or envelope shall also be reinforced with glass filament strapping tape secured around the girth in the two primary directions. The box or envelope shall provide space for documentation and be suitably sized to prevent unnecessary movement in transit with a minimum of packing materials. The unit of issue shall be one each. The box/envelope shall be used for inside storage, and then reshipment to the end user.

5.2.1 A copy of all testing and inspection records, as listed below, shall be included inside the box or envelope for each hook.

a) Quality Assurance Summary Sheet; Shall be filled by USCG and Contractor QA representatives (see Appendix A)

b) Dimensional Tolerance Inspection (Section 4.2.7 and Appendix A)

c) Hook Static Load Test Report (Section 4.1.3 and 4.2.4)

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

e) Heat Treatment Certificate (Section 3.3.7)

f) Chemical Composition Test Report (Section 4.1.3 and 4.2.1)

g) Tension Test Report (Section 4.1.3 and 4.2.2)

h) Charpy Impact Test Report (Section 4.2.3)

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

j) Destructive Load Test Report (Section 4.1.3 and 4.2.9)

5.2.2 The use of excelsior, newspaper, shredded paper, similar hydroscopic 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 to identify the contents and National Stock Number on the top and at least one additional side. Markings shall be black on white. Lettering

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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 – “HOOK, FOUNDRY (ATON), 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”

Figure 2 – Sample Shipping 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 above). Multiple boxes may then be gathered and packaged in a minimum number of larger containers for consolidated shipping purposes.

5.3.1 The use of excelsior, newspaper, shredded paper, similar hydroscopic or non-neutral materials, and all types of loose fill materials for cushioning fill and stabilization is prohibited.

HOOK, FOUNDRY (ATON), 10 TON WLL

USCG P/N: CGH10TAGP001

NSN: 4030-01-651-9511

S/N: 115269-001

DHS CONTRACT NO: HSCG40-16-P-12345

UNIT OF ISSUE: 1 EA

SHIPPING WEIGHT: 30.0 LB MATERIAL

CONDITION: A

US GOVERNMENT PROPERTY

USCG SFLC MATERIAL

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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 12 and 18 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”

Figure 3 – Sample Multipack Shipping Label

6. 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

MULTIPACK SHIPMENT

DHS CONTRACT NO: HSCG40-16-P-12345

BOX 1 OF 4

SHIPPING WEIGHT: 600.0 LB

US GOVERNMENT PROPERTY

USCG SFLC MATERIAL

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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 http://www.iso.org/ mailto:info@ncsli.org http://www.ncsli.org/ http://www.ncsli.org/ http://www.sae.org/ mailto:info@sspc.org

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APPENDIX A – HOOK QUALITY ASSURANCE SHEETS

01 Nov 2015

HSCG40-17-Q-40401

Rev 0 / Change No 1

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 ( each heat) Yes / No 4.2.1 Tension Test (each heat) Sat / Unsat 4.2.2 Charpy V-Notch Test (each heat) Sat / Unsat 4.2.3 Static Load Test Sat / Unsat 4.2.4 Visual Inspection (VT) Sat / Unsat 4.2.5 Surface NDE Sat / Unsat 4.2.6 Surface finish (Cast) (420 micro-inch max) Sat / Unsat 3.3.4 Surface finish (Machined) (120 micro-inch max) Sat / Unsat 3.3.4 Dimensional Tolerance Inspection (see below) Sat / Unsat 4.2.7 & 3.3.3 Destructive Load Test Sat / Unsat 4.2.9 Fit Test Sat / Unsat 4.2.8

Dimensional Tolerance Inspection 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

Specification P-573-2033 01 Nov 2015

HSCG40-17-Q-40401

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 ( each heat) Yes / No 4.2.1 Tension Test (each heat) Sat / Unsat 4.2.2 Charpy V-Notch Test (each heat) Sat / Unsat 4.2.3 Static Load Test Sat / Unsat 4.2.4 Visual Inspection (VT) Sat / Unsat 4.2.5 Surface NDE Sat / Unsat 4.2.6 Surface finish (Cast) (420 micro-inch max) Sat / Unsat 3.3.4 Surface finish (Machined) (120 micro-inch max) Sat / Unsat 3.3.4 Dimensional Tolerance Inspection (see below) Sat / Unsat 4.2.7 & 3.3.3

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

01 Nov 2015

HSCG40-17-Q-40401

Rev 0 / Change No 1

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 ( each heat) Yes / No 4.2.1 Tension Test (each heat) Sat / Unsat 4.2.2 Charpy V-Notch Test (each heat) Sat / Unsat 4.2.3 Static Load Test Sat / Unsat 4.2.4 Visual Inspection (VT) Sat / Unsat 4.2.5 Surface NDE Sat / Unsat 4.2.6 Surface finish (Cast) (420 micro-inch max) Sat / Unsat 3.3.4 Surface finish (Machined) (120 micro-inch max) Sat / Unsat 3.3.4 Dimensional Tolerance Inspection (see below) Sat / Unsat 4.2.7 & 3.3.3

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