HEALY_DS17_Amendment0001.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE PAGE OF PAGES

2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicable)

A0001 08Nov16

6. ISSUED BY CODE 75174 7. ADMINISTERED BY (If other than Item 6) CODE

USCG Surface Forces Logistics Center Attn: Amy Kelm 1301 Clay Street, Suite 800N Oakland CA 94612 E-mail: Amy.A.Kelm@uscg.mil

8. NAME AND ADRESS OF CONTRACTOR (no., street, county, State and ZIP Code) 9.A AMENDMENT OF SOLICITATION NO.

HSCG85-17-R-P45008

9B. DATE (SEE ITEM 11)

26Oct2016

10A. MODIFICATION OF CONTRACT/ORDER

NO.

10B. DATED (SEE ITEM 13)

CODE FACILITY CODE

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended, is not extended. Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods: (a) By completing Items 8 and 15, and returning 1 copy of the amendment; (b) By acknowledging receipt of this amendment on each copy of the Offer submitted: or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEGEMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS,

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT/.ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, etc) SET FORTH IN ITEM 14, PURSUANT TO AUTHORITY OF FAR 43.103(b).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority).

E. IMPORTANT: Contractor is not, is required to sign this document and return 1 copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

USCGC HEALY (WAGB 20)

DOCKSIDE REPAIRS FY2017

See next page.

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remain unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print) 16A NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

15B. CONTRACTOR/OFFEROR 15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 16C. DATE SIGNED

BY

(Signature of person authorized to sign) (Signature of Contracting Officer)

NSN 7540-01-152-8070 30-105 STANDARD FORM 30 (REV. 10-83)

)PREVIOUS EDITION UNUSABLE Prescribed by GSA, FAR (48 CFR) 53.2

1. The replacement page for the solicitation has the following change marked with an [A1]:

a) Page three (3), the SF1449, in block twenty (20) the Specification reference is hereby changed from “..(Rev-0, 22September2016), Attachment 2 to (Rev-1, 02November2016), Attachment 2”.

2. Attachment 2, Specifications is hereby replaced in its entirety. The Revision Record in the Specification document lists the changes made to the document.

3. Response(s) to Request(s) for Clarifications questions are attached.

4. There is no change to the proposal closing date, which remains 16November2016 (1:00 p.m.

Pacific Time).

5. No other changes are made or implied.

HSCG85‐17‐R‐P45008 Page 3

USCGC HEALY DS17

SOLICITATION/CONTRACT/ORDER FOR COMMERCIAL ITEMS

OFFEROR TO COMPLETE BLOCKS 12, 17, 23, 24, & 30

1. REQUISITION NUMBER

2. CONTRACT NO.

3. AWARD/EFFECTIVE

DATE

4. ORDER NUMBER

5. SOLICITATION NUMBER

HSCG85-17-R-P45008

6. SOLICITATION

ISSUE DATE

26October2016

7. FOR

SOLICITATION

INFORMATION

CALL:

a. NAME

Amy Kelm

b. TELEPHONE NUMBER (no collect calls)

(206) 217-6767

8. OFFER DUE DATE/

LOCAL TIM

16November2016, 1:00 p.m. Pacific Time

9. ISSUED BY CODE 75174

USCG Surface Forces Logistics Center Attn: Amy Kelm 1301 Clay Street, Suite 800N Oakland CA 94612

E-mail: Amy.A.Kelm@uscg.mil

10. THIS ACQUISITION IS UNRESTRICTED OR SET ASIDE: 100 %FOR:

SMALL BUSINESS WOMEN-OWNED SMALL

BUSINESS (WOSB)

HUBZONE SMALL NAICS:

BUSINESS ECONOMICALLY DISADVANTAGED 336611

WOMEN-OWNED SMALL (EDWOSB)

SERVICE-DISABLED

VETERAN-OWNED SIZE STANDARD:

SMALL BUSINESS 8(A) 1000 Employees

11. DELIVERY FOR FOB

DESTINATION UNLESS BLOCK IS

MARKED

SEE SCHEDULE

12. DISCOUNT

TERMS

Net 30

13a. THIS CONTRACT IS A

RATED ORDER UNDER DPAS (15

CFR 700)

13b. RATING

14. METHOD OF SOLICITATION

RFQ IFB RFP

15. DELIVER TO CODE

See Description of Supplies/Services

16. ADMINISTERED BY CODE

Same as block 9

17a. CONTRACTOR/ CAGE CODE FACILITY

OFFEROR CODE

DUNS No.

TELEPHONE NO:

FAX NO:

18a. PAYMENT WILL BE MADE BY CODE

Commanding Officer USCG Finance Center 1430A Kristina Way Chesapeake, VA 23326

(800) 565-5504

17b. CHECK IF REMITTANCE IS DIFFERENT AND PUT SUCH

ADDRESS IN OFFER

18b. SUBMIT INVOICES TO ADDRESS SHOWN IN BLOCK 18a UNLESS BLOCK

BELOW IS CHECKED SEE ADDENDUM

19.

ITEM NO.

20.

SCHEDULE OF SUPPLIES/SERVICES

21.

QUANTITY

22.

UNIT

23.

UNIT PRICE

24.

AMOUNT

The Contractor shall perform DOCKSIDE Repairs to the USCGC HEALY (WAGB 20) in accordance with this solicitation and the specification, USCGC HEALY (WAGB

20) Specification for DOCKSIDE Repairs FY2017 (Rev-1, 02November2016), Attachment 2. Scope of work shall include ship repair and associated support work, and may include work that is not currently listed as Definite or Optional Items. Price Schedule is provided as a separate document (ATTACHMENT 1 – Price Schedule).

25. ACCOUNTING AND APPROPRIATION DATA

26. TOTAL AWARD AMOUNT (FOR GOVT USE ONLY)

27a. SOLICITATION INCORPORATES BY REFERENCE FAR 52.212-1, 52.212-4. FAR 52.212-3 & 52.212-5

ARE ATTACHED. ADDENDA ARE ARE NOT ATTACHED.

27b. CONTRACT/PURCHASE ORDER INCORPORATES BY REFERENCE FAR 52.212-4, FAR 52.212-5 IS ATTACHED. ADDENDA ARE ARE NOT ATTACHED.

28. CONTRACTOR IS REQUIRED TO SIGN THIS DOCUMENT AND

RETURN 1COPIES TO ISSUING OFFICE. CONTRACTOR AGREES TO

FURNISH AND DELIVER ALL ITEMS SET FORTH OR OTHERWISE

IDENTIFIED ABOVE AND ON ANY ADDITIONAL SHEETS SUBJECT TO

THE TERMS AND CONDITIONS SPECIFIED HEREIN.

29. AWARD OF CONTRACT: REFERENCE _____

OFFER DATED___. YOUR OFFER ON SOLICITATION (BLOCK 5), INCLUDING ANY

ADDITIONS OR CHANGES WHICH ARE SET FORTH HEREIN, IS ACCEPTED AS TO

ITEMS:

30a. SIGNATURE OF OFFEROR/CONTRACTOR

31a. UNITED STATES OF AMERICA (SINGATURE OF CONTRACTING OFFICER)

[A1]

Attachment 3

REQUEST FOR CLARIFICATION

SHIP & HULL No.: CGC HEALY (WAGB 20) DOCKSIDE REPAIRS FY2017

RFP No.: HSCG85-17-R-P45008

SOLICITATION SECTION: PARA NO.

WORK ITEM NO. 5&9

PARA NO.

2..other references

TITLE: Compartment and Piping Insulation

QUESTION:

Can you supply NAVSEA Drawing 804-5773931 Rev A, Acoustic & Thermal Insulation for Compartments Installation Details

RESPONSE:

Drawing provided in Amendment 1 to the solicitation.

RFP No.: HSCG85-17-R-P45008

SOLICITATION SECTION: PARA NO.

WORK ITEM NO. WI-011 PARA NO.3.3

TITLE: Bow crane TB 60-65, Annual Inspect and Test

Q1: Please provide 3.3 reference SFLC TS 589

SFLC TS 589 provided in Amendment 1 to the solicitation.

RFP No.: HSCG85-17-R-P45008

SOLICITATION SECTION: PARA NO.

WORK ITEM NO. WI-010 PARA NO.3.3

TITLE: Misc Piping Repair and Renewal

Q1: For bidding purposes, how many gallons of water should be expected as residual for the isolated 8” piping repair?

Contractor can expect up to 500 gallons of residual.

RFP No.: HSCG85-17-R-P45008

SOLICITATION SECTION: PARA NO.

WORK ITEM NO. WI-014 PARA NO.1.1

TITLE: Aft Starboard Crane K40-55, Biennial Overhaul

The Intent description points to “Disassemble, inspect and overhaul all major components whose performance or mechanical condition may have deteriorated on the designated crane.

Q3: The specification only identifies a fraction of the cranes major components for service. Is the intent that other major components not listed in the specification be subject to a CFR and contract change?

Other crane components, not listed in the specification for this work item, are subject to submittal of a CFR and contract modification, if approved.

RFP No.: HSCG85-17-R-P45008

SOLICITATION SECTION: PARA NO.

WORK ITEM NO. WI-026

PARA

NO.3.3.2

TITLE: Valve Renewal

Q4: Paragraph 3.3.2, there is no GFM provided for this item, we assume the reference to 26 Scupper Valves does not apply, is that correct?

This reference was removed from the specifications for this work item.

RFP No.: HSCG85-17-R-P45008

SOLICITATION SECTION: PARA NO.

WORK ITEM NO. WI-027

PARA NO.3.2

and 3.4

TITLE: Sea Valves Renew

Q5: For bidding purposes, how much residual water is expected per valve?

Paragraph 3.4 makes reference to “Contractor Furnished Commercial-Standard type valves.

Q: Is there intent for the contractor to furnish any valves for this item?

Q5. Contractor can assume 500 gallons of residual water per valve.

Q6. No, all valves will be provided by USCG. The contractor will not furnish valves for this item;

however, bolting hardware, gaskets, label plates, etc. is the responsibility of the contractor per paragraph 3.6.

RFP No.: HSCG85-17-R-P45008

SOLICITATION SECTION: PARA NO.

WORK ITEM NO. WI-018

PARA

NO.3.1.4.1

TITLE:

Deck Preserve, and Deck Covering Magnesite, Renew Partial

Q6: Paragraph 3.1.4.1 does not appear to be applicable to this specification, is that correct?

This paragraph has been removed from the specifications for this work item.

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These markings were applied by JEDMICS on 09-MAR-2011 and supersede any other sensitivity markings on this document. Do not scale off this document; document not to any scale.

DISTRIBUTION STATEMENT D: Distribution authorized to DoD and DoD contractors only; Critical Technology. Other U.S. requests for this document shall be referred to Puget Sound Naval Shipyard and Intermediate Maintenance Facility, Boston Detachment.

WARNING - This document contains technical data whose export is restricted by the Arms Export Control Act (Title 22, U.S.C. Sec. 2841 et seq.) or the Export Administration Act of 1979, as amended, Title 50, U.S.C., App 2401, et seq. Violations of these export laws are subject to severe criminal penalties. Disseminate per the provisions of OPNAVINST 5510.161.

DESTRUCTION NOTICE: This document may be destroyed by any means that will prevent disclosure of contents or reconstruction of the document.

5773931, 53711, , A, 0001, 0001

These markings were applied by JEDMICS on 09-MAR-2011 and supersede any other sensitivity markings on this document. Do not scale off this document; document not to any scale.

DISTRIBUTION STATEMENT D: Distribution authorized to DoD and DoD contractors only; Critical Technology. Other U.S. requests for this document shall be referred to Puget Sound Naval Shipyard and Intermediate Maintenance Facility, Boston Detachment.

WARNING - This document contains technical data whose export is restricted by the Arms Export Control Act (Title 22, U.S.C. Sec. 2841 et seq.) or the Export Administration Act of 1979, as amended, Title 50, U.S.C., App 2401, et seq. Violations of these export laws are subject to severe criminal penalties. Disseminate per the provisions of OPNAVINST 5510.161.

DESTRUCTION NOTICE: This document may be destroyed by any means that will prevent disclosure of contents or reconstruction of the document.

These markings were applied by JEDMICS on 09-MAR-2011 and supersede any other sensitivity markings on this document. Do not scale off this document; document not to any scale.

DISTRIBUTION STATEMENT D: Distribution authorized to DoD and DoD contractors only; Critical Technology. Other U.S. requests for this document shall be referred to Puget Sound Naval Shipyard and Intermediate Maintenance Facility, Boston Detachment.

WARNING - This document contains technical data whose export is restricted by the Arms Export Control Act (Title 22, U.S.C. Sec. 2841 et seq.) or the Export Administration Act of 1979, as amended, Title 50, U.S.C., App 2401, et seq. Violations of these export laws are subject to severe criminal penalties. Disseminate per the provisions of OPNAVINST 5510.161.

DESTRUCTION NOTICE: This document may be destroyed by any means that will prevent disclosure of contents or reconstruction of the document.

These markings were applied by JEDMICS on 19-FEB-2008 and supersede any other sensitivity markings on this document. Do not scale off this document; document not to any scale.

DISTRIBUTION STATEMENT D: Distribution authorized to DoD and DoD contractors only; Critical Technology. Other U.S. requests for this document shall be referred to Supervisor of Shipbuilding, Conversion and Repair, Gulf Coast.

WARNING - This document contains technical data whose export is restricted by the Arms Export Control Act (Title 22, U.S.C. Sec. 2841 et seq.) or the Export Administration Act of 1979, as amended, Title 50, U.S.C., App 2401, et seq. Violations of these export laws are subject to severe criminal penalties. Disseminate per the provisions of OPNAVINST 5510.161.

DESTRUCTION NOTICE: This document may be destroyed by any means that will prevent disclosure of contents or reconstruction of the document.

5773931, 53711, , A, 0002, 0001

These markings were applied by JEDMICS on 19-FEB-2008 and supersede any other sensitivity markings on this document. Do not scale off this document; document not to any scale.

DISTRIBUTION STATEMENT D: Distribution authorized to DoD and DoD contractors only; Critical Technology. Other U.S. requests for this document shall be referred to Supervisor of Shipbuilding, Conversion and Repair, Gulf Coast.

WARNING - This document contains technical data whose export is restricted by the Arms Export Control Act (Title 22, U.S.C. Sec. 2841 et seq.) or the Export Administration Act of 1979, as amended, Title 50, U.S.C., App 2401, et seq. Violations of these export laws are subject to severe criminal penalties. Disseminate per the provisions of OPNAVINST 5510.161.

DESTRUCTION NOTICE: This document may be destroyed by any means that will prevent disclosure of contents or reconstruction of the document.

5773931, 53711, , A, 0003, 0001

COPYRIGHT WARNING

DRAWING 804-5773931, REV A

NAVSEA Dwg 804-5773931 Rev A page 1

NAVSEA Dwg 804-5773931 Rev A page 2

NAVSEA Dwg 804-5773931 Rev A page 3

U.S. Coast Guard Naval Engineering

Technical Standard

Title

Prepared by:

Author Date

Reviewed by:

Chief, Engineering Services Division Date

Surface Forces Logistics Center

Approved by:

Chief

Office of Naval Engineering (CG-45)

Date

Distribution Statement D: Distribution Authorized to the DHS/ USCG/DOD and their contractors to protect publications required for official use or for administrative or operational purposes only, determined on 9 DEC 2010. Other requests shall be referred to: Commander

SFLC-ESD-TIMB 2401 Hawkins Point Rd M/S 25 Baltimore MD, 21226

Export Control Warning: This Document contains technical data whose export is restricted by the Arms Export-Control Act (Title 22, U.S.C.

Sec 2751, et. Seq.) or the Export Administration Act of 1979, as amended, Title 50, U.S.C. App 2401 et. Seq. Violations of these export laws are subject to severe criminal penalties.

Destruction Notice: For Unclassified, limited documents, destroy by any method that will prevent disclosure of contents or reconstruction of the documents.

Published by Commander, Surface Forces Logistics Center

REV

SFLC TECHNICAL STANDARD 589

REV - 1 589

CRANES

1. SCOPE

1.1 Intent. This standard specifies the technical requirements for the selection, inspection, testing, and maintenance of marine cranes installed on cutters.

1.2 Appendices.

SUB-STANDARD APPENDIX

STANDARD CRANE TESTS A

CRANE TABLES B

CRANE EQUIPMENT USAGE LOG C

2. REFERENCES

COAST GUARD DRAWINGS

None

COAST GUARD PUBLICATIONS

Coast Guard Commandant Instruction Manual (COMDTINST) M9000.6 (series), Naval Engineering

Coast Guard Commandant Instruction Manual (COMDTINST) M16500.21 (series), Aids to Navigation - Seamanship

OTHER REFERENCES

American Bureau of Shipping (ABS), Guide for Certification of Lifting Appliances, Sept 2012

American Petroleum Institute (API) 2C, Specification for Offshore Pedestal Mounted Cranes, 6th Edition, 2004

DOD-STD-1399/301A, July 1986, Interface Standard for Shipboard Systems, Ship Motion and Attitude

Naval Sea Systems Command, General Specifications for Overhaul of Surface Ships (GSO), S9AA0-AB-GOS-010, 1996

3. REQUIREMENTS

3.1 General Information.

3.1.1 Design Criteria. Marine cranes shall meet the requirements of API-2C, Specification for Offshore Pedestal Mounted Cranes. Cranes shall be designed to operate under a specified sea state, and survive (stowed) under a specified, more advanced, sea state. For calculation purposes, REV - 2 589 the middle of each sea state range shall be assumed, unless otherwise directed. Accelerations due to sea state shall be calculated using DOD-STD-1399/301A.

3.1.2 Additional ATON Requirements. Cranes for Aids to Navigation (ATON) or science support service shall also be designed to accept side loading conditions as specified.

3.1.3 Outreach Ratings. Contrary to commercial practice, Coast Guard cranes are rated at maximum outreach taking into account cutter motion and side loading. Cranes with manual extensions have dual ratings for retracted and extended booms.

3.1.4 Working Load Limit. All cranes shall have a posted Working Load Limit (WLL).

Cranes shall not be used to lift loads in excess of the posted WLL, except under controlled test conditions.

3.1.5 Loose Cargo Gear. Loose cargo gear on cranes shall be meet the requirements of SFLC Technical Standard 570. This includes shackles, chains, and other components which are not part of the documented lifting gear.

3.1.6 Equipment Usage Logs. All units shall maintain Equipment Usage Logs for all cranes on the cutter or boat. See Appendix C. The operator shall maintain a Crane Usage Log of all lifts (date/number of lifts/typical weight/special notes). Cutter or boat personnel shall update the Equipment Usage Report in the Registry of Lifting Appliances quarterly, and shall update the Equipment Usage Reports in the annual Cutter or Boat Engineering Report. The intent is to document equipment usage, and provide data for evaluation of the need for maintenance, repair, replacement, or upgrade of equipment.

3.1.7 Registry of Lifting Appliances. All cranes shall be listed in the Registry of Lifting Appliances of the respective cutter; see SFLC Technical Standard 570 Appendix A. Each unit shall update the unit Registry of Lifting Appliances at least quarterly. One element of the Registry of Lifting Appliances is information on equipment usage. All units shall develop and maintain an Equipment Usage Log for all davits and boat transfer systems on the cutter or boat, and shall record the summarized data in the Registry of Lifting Appliances. See Appendix C.

3.2 Safety.

3.2.1 Qualifications. The crane operator shall be qualified to operate the crane.

3.2.2 Safety Supervisors (SS) and Deck Supervisors (DS). All lifts shall be conducted with an SO and DS present.

3.2.3 Pre-checks. Prior to conducting lifts, the operator shall verify that the crane inspections are current, all control and safety accessories are functional, and visually inspect the rigging and slings (if used) for alignment and obvious wear. The operator, SS, DS, or other personnel shall report all unsafe conditions, and seek command guidance before proceeding.

REV - 3 589

3.2.4 Communications. The operator shall have audible and/or visual communication with load handling personnel, including line handlers and supervisors. If noise or distance precludes clear communication, communications systems shall be provided.

3.2.5 Line of Sight. Equipment shall be arranged such that the operator shall have visual line of sight of the load at all times or with a deckside observer with sight of the load providing directions to the operator.

3.2.6 Emergency Stop. Cranes shall have at least one Emergency Stop button, available to the operator. An additional Emergency Stop button available to the SS is desirable. The Emergency Stop button(s) shall be independent of the normal start/stop controls, and shall cause 1) all electrical power to be isolated from the crane, and 2) all actions to cease.

3.2.7 Extinguisher. A portable fire extinguisher shall be provided in an easily accessible location local to the crane.

3.2.8 Stability Documentation. In addition to standard land based lifting safety precautions, marine cranes are subject to vessel stability issues.

3.2.8.1 All cutters, boats and barges with cranes shall have vessel stability documentation (Stability and Loading Data Booklet or equivalent), which addresses the stability of the vessel with the weight handling equipment in use; see SFLC Technical Standard 079-1 Stability and Buoyancy.

3.2.8.2 Where the stability of the vessel limits the operational capability of the weight handling equipment, a graphic safety placard shall be prominently displayed at the equipment operator’s station to describe the limitation, and graphically show the safe working zone and safe working load while operating at sea. For heavy lift conditions beyond those limits, units shall assess the cutter stability prior to conducting the lift.

3.2.8.3 When considering a unit’s stability characteristics during testing procedures, specified test loads shall be maintained within limits that can be handled safely. If any of the test loads result in an excessive list (generally 15 degrees) or the immersion of the deck edge, the load shall be reduced accordingly to stay within those limits. In such cases, SFLC shall be advised by letter or message of the load actually handled and the loading condition of the unit at the time of the test.

3.2.8.4 The maximum list of the cutter observed during the testing shall also be recorded and posted in the pilothouse for a ready reference to indicate the approximate loading on the boom, crane, or frame during unusual operating conditions such as removing mudded-in sinkers, pilings, sunken buoys, etc.

3.2.9 Label Plates. Engraved label plates shall be installed on cranes to document the working load limit, test weights, and date of certification of the load and corresponding parts of the

REV - 4 589

rigging purchase. The information shall be engraved in such a manner as to clearly convey the information even when the crane is painted.

3.2.10 Graphic Plate. A graphic safety plate shall be provided and prominently displayed at the crane operator’s station to describe stability limitations, sea state limitations, and graphically show the safe working zones and Working Load Limits while operating the equipment at sea.

3.2.11 Safety Precautions. The following safety precautions must be observed when conducting weight handling equipment tests.

3.2.11.1 Specified Dynamic Test Loads are designed to account for dynamic service conditions.

Therefore, conditions that would cause sudden application of test loads should be avoided.

3.2.11.2 To prevent excessive damage in the event of equipment failure during tests, dunnage shall be placed under test loads and each load shall be kept as close to the deck as possible.

3.2.11.3 To prevent loads from moving off center in the event of a casualty, preventer lines or cables shall be rigged athwart ships from the test load. At minimum, the breaking strength of the preventers must be greater than or equal to the test load.

3.3 Operating Principles.

3.3.1 Coordination of Lifts. Crane lifts are a group effort by the SS, DS, Riggers and Crane Operator, all coordinated by the DS. The DS has the responsibility to conduct safe launch and retrieval operations and shall conduct pre-lift coordination and safety meetings, as necessary.

The SS, Riggers and Crane Operator may provide additional guidance to the DS. All personnel involved with the operations have an inherent responsibility for safety and an obligation to report safety issues. An operational risk assessment should be conducted prior to the start of operations.

3.3.2 Load Weight. It is the responsibility of the DS and Crane Operator to know the weight of the load being lifted by using all available information. The DS shall hold a pre-lift coordination and safety meeting with all involved personnel when the weight of the load exceeds 97% of the Working Load Limit of the crane.

3.4 Inspection. Cranes shall be subject to Frequent and Periodic inspections. The SFLC Product Lines shall develop and promulgate detailed guidance on inspections in the form of Maintenance Procedure Cards (MPCs), which shall address at least the following:

NOTE:

Standardized Level 1, Level 2, and Level 3 Inspection, Testing and Overhaul requirements no longer exist. Periodic inspections shall be annual and biennial. The Product Line may develop overhaul schedules based on cutter and boat operational requirements, availability scheduling, and programmatic concerns.

REV - 5 589

3.4.1 Frequent Inspection. Frequent inspection shall include observation during routine operation for any defects which might appear between regular inspections. Such defects shall be reviewed for determination if they are a safety hazard. Frequent inspections shall include:

• Daily review of all functional operating mechanisms for any maladjustment which could interfere with proper operation of the equipment.

• At least quarterly inspection for deformation of hooks.

• At least quarterly inspection for excessive wear, twist, or distortion of wire ropes and hoist chains, wires, ropes, and straps.

• At least quarterly inspection for excessive wear of functional operating mechanism components.

• At least semi-annual (6 mo) sampling of hydraulic oil from system reservoirs for cleanliness/particulate count and water content. Cranes which are used on a daily basis or more than 120 times per quarter (3 months), shall be tested quarterly.

Spectrographic analysis is not required at this frequency unless high levels of contamination are evident. Water content shall not exceed 0.05 percent by weight. The target contamination limit shall be no dirtier than ISO 4406 Code 18/16/13, unless specific contamination limits (in ISO 4406 reporting format) has been established for the equipment.

3.4.2 Periodic Inspections - Annual. Inspection shall be conducted annually. Extensions shall not be routinely granted, but if necessary prior to granting the Product Line shall verify documentation that the equipment is in good repair and working order. Annual inspections shall be accomplishable at the unit level, without contractor assistance. Annual inspection may require use of ladders and/or a man-lift to access components for close inspection of components.

Disassembly other than inspection covers or maintenance accesses is not intended during these inspections. Annual inspection shall include the following generic requirements; additional specific requirements may be promulgated by the SFLC Product Line.

• Inspect to determine if there are deformed, cracked, or corroded members.

• Inspect all foundation welds, gears, and bolts for cracks, tightness, wear, deformation, and corrosion. Inspect for cracked or worn sheaves or drums.

• Inspect for worn, cracked, or distorted parts such as pins, linings, pawls, and ratchets.

• Inspect winch and rotating gear brake springs and linkage, where appropriate.

Carefully check brake springs for permanent set and compression.

WARNING:

Failure of brake springs in service can result in loss of control or release of load.

• Inspect sensors and indicators over their full range, and for any significant inaccuracies.

• Inspect power trains for improper performance or excessive wear.

REV - 6 589

• Inspect hooks for cracking or bending/distortion.

• Inspect hydraulic hoses and fittings for leakage or abrasion.

• Inspect hydraulic pumps and motors for loose fasteners, joint leaks, seal leaks, or loss of pressure.

• Inspect hydraulic valves for improper operation, relief valve set pressures, and sticking spools.

• Inspect hydraulic cylinders for drafting, seals leakage, scored rods, and deformed joints.

• Conduct a no-load demonstration of all safeties and control features, and operation with a generic weight (as available) to demonstrate application and release of brakes.

• Inspect electrical apparatus for signs of pitting or deterioration of controller contractors, limit switches and pushbutton stations.

3.4.3 Periodic Inspections - Biennial. More intensive inspections shall be conducted biennially, and after overhauls. Extensions shall not be routinely granted, but if necessary prior to granting the Product Line shall verify documentation that the equipment is in good repair and working order. The inspection may require outside or contractor assistance. The inspection shall include at least the following generic requirements; additional specific requirements may be promulgated by the SFLC Product Line.

• Completion of all Annual Testing elements.

• Inspect wear pucks, hydraulics, pins, and other wear components. Inspect hydraulic cylinder rods.

• Inspect of winch brake system parts, linings and settings, drum, gears, and couplings.

Some minor disassembly may be required.

• Disassemble and inspect topping lifts, swivels, and all blocks. Inspect slewing gear, and bearings. All pin, bearings, gears, and sheaves shall be checked for compliance with dimensional tolerances shown on the original equipment drawings.

• Inspect power trains, including hydraulic systems, for wear and degradation. Some minor disassembly may be required, but disassembly to parade rest is not required unless there is evidence of failure.

• Check condition of lubricants. General lubricants may be changed on a biennial basis.

Hydraulic oils shall be evaluated for continued use and replacement on a 4 year cycle.

3.4.4 Service Life Examination. Cranes shall be inspected and technically evaluated for remaining service life at not more than 20 years of service and thereafter in not more than 10 year intervals. The evaluation shall identify corrosion and structural issues, and any mechanical discrepancies. The safety systems shall be evaluated, and reviewed for update. A Remaining Service Life report shall be prepared and filed with the Registry of Lifting Appliances. The Report shall estimate the remaining service life of the equipment, and options for Service Life Extension.

3.5 Repair.

REV - 7 589

3.5.1 General. Cranes shall be kept in good repair; control, safety, and structural issues should be reported when identified, and not left to be reported as part of periodic inspection. Identified problems shall be evaluated, organizational level repairs accomplished as appropriate, and request for depot level repairs initiated in a timely manner. Unsafe conditions shall be corrected before the equipment is returned to service.

3.5.2 Modified Test. When wire ropes are changed or when winch brakes are overhauled or adjusted, the crane shall have a Winch Brake / Modified Static Load Test (see Appendix A).

Wire rope change-outs and wire data shall be recorded in the Registry of Lifting Appliances.

3.5.3 Overhauls. General overhauls shall be scheduled based on results of inspections, tests, and Product Line experience. Overhauls of critical components should not generally be required more than once every 4 to 5 years. If component overhauls are more frequent, the root cause of such component failures shall be sought and resolved. Complete overhauls should not be required more often than once every 8 years. Systems shall not be designed to require overhauls at set intervals.

3.6 Maintenance. Product Lines shall develop a preventive maintenance program based on the crane manufacturer’s recommendations. This requirement is met by the promulgation of MPCs.

A list of the applicable MPCs shall be in the Registry of Lifting Appliances. See SFLC Technical Standard 570 Appendix A.

3.6.1 Fluid Change.

3.6.1.1 Lubricants and hydraulic oils in reservoirs and gearboxes of less than 5 gallon capacity shall be changed not more than annually.

3.6.1.2 Lubricants and hydraulic oils in reservoirs and gearboxes 5 gallons or larger shall not be routinely changed. Lubricants and hydraulic oils shall be changed for cause as directed by the Product Line. Lubricants shall be sampled at least annually (See Frequent Inspections 3.4.1). Hydraulic oils shall be sampled at least semi-annually. Samples shall be submitted for spectrographic analysis, specifically looking at degradation of additive packages, and material content of contamination. The objective is to achieve multi-year service life of the fluid, where possible.

3.6.2 Equipment Not In Regular Use. Equipment which is in caretaker status, equipment which is not in regular use (operated at least once quarterly) and equipment which is not in use while waiting (2 or more months) for repairs shall be maintained to prevent degradation or further degradation. The Product Lines shall promulgate minimum maintenance direction, which shall include but not be limited to the following, where possible and appropriate:

3.6.2.1 Hydraulic systems shall be exercised at least 15 minutes quarterly to circulate oil.

Control valves shall be exercised, and cylinders shall be briefly extended and retracted to break loose and exercise seals.

REV - 8 589

3.6.2.2 Winches shall be lubricated and rolled to distribute lubricant in gearboxes and bearings.

3.6.2.3 Equipment shall be washed down to prevent an accumulation of salt and dirt.

3.6.2.4 Equipment shall be generally inspected for corrosion.

3.7 Tests/Inspections. Testing shall be conducted using the following minimum requirements.

3.7.1 Annual Test Requirements. Conduct Functional/No Load Test and Rated Load Test in accordance with Appendix A.

3.7.2 Biennial Test Requirements. In addition to the annual requirements in 3.7.1, the following items are required every 2 years. Conduct Dynamic Overload Test and Winch Brake/ Modified Static Load Test in accordance with Appendix A.

3.7.3 Initial Installation Test Requirements. After initial installation or repairs which include structural welding conduct Functional/No Load Test, Rated Load Test, Dynamic Overload Test, Winch Brake/Modified Static Load Test, and Static Load Test in accordance with Appendix A.

NOTE:

Outside appearance is not necessarily indicative of the mechanical condition of the equipment and, as such, disassembly solely for the purpose of recoating is prohibited.

3.7.4 Post Overhaul Testing. After completion of overhauls or major repairs, conduct Functional/No-Load Test, Rated Load Test, Dynamic Overload Test, and Winch Brake/Modified Static Load Test in accordance with Appendix A.

3.7.5 Post Repair Testing. After minor repairs, such as replacing a load cell, or removing, lubricating and replacing a crane block, a rated load test shall be conducted to validate that the crane is fully functional. The unit may opt to complete and receive credit for the full Annual Test Requirements.

4. NOTES

4.1 Crane Modifications. Modifications to cranes shall be via the Engineering Change Process. Before any modification to any weight bearing elements of the crane are made determinations as to whether recertification of the crane to the original certification after repairs shall be made.

REV - Appendix A - 1 589

APPENDIX A

STANDARD CRANE TESTS

A1. GENERAL

A1.1 Legacy Requirements. Historically, Coast Guard weight testing requirements for cranes have been developed based on an extension of boom technology and requirements. Typical weight tests have been a dynamic demonstration of the equipment at 125% of Working Load Limit to verify the safety of the equipment and its ability to handle working loads safely by proving the strength of the structure, rigging and mechanical equipment. Separate Modified Static Load/Brake test were not required. Examples of the Dynamic Load Test loads are shown in Table 1.

A1.2 Recent Requirements. For 240 ft WLBB, 225 ft WLB, and 175 ft WLM class cranes, and all new crane installations, revised testing, and testing schedules will be invoked based on current commercial marine and USN crane testing practices. Weight tests will typically include a combination of rated load, dynamic and modified static load/brake test loading, see Table 1. Test load levels may be revised by SFLC to address equipment design limitations.

A2. TESTS

A2.1 Functional/No-Load Test. A Functional/No-Load Test is an operational test conducted prior to weight tests to determine if the system is capable of safely operating through each specified functional mode. The system shall be operated through full operating ranges in all directions. During the test, operation of travel limit switches, over travel limit switches, emergency stop and emergency run switches (as applicable) shall be checked. Anti-two-block (A2B), up-stop, down-stop and rotation stop switches shall be checked. A2B alarms and A2B control interlocks shall be demonstrated.

A2.2 Rated Load Test. This test is intended to verify that the equipment functions at rated load and rated speeds. Where crane ratings vary with outreach, two rated load tests shall be conducted: first at the appropriate outreach for maximum rating, second at maximum outreach and minimum rating.

A2.2.1 Demonstration. The crane shall demonstrate the ability to pick up and move the Test Load through the range that the equipment is required to perform in service, including outreach beyond the cutter hull. Rotation, traversing, luffing, extension, and traveling functions, as applicable, shall be demonstrated. At least ten complete cycles shall be completed to demonstrate proper operation and repeatability of all functions w/o overheating, malfunction, or degradation of brakes.

A2.2.2 Rated Speeds. Rated speeds of each function shall be verified. Loads shall be accelerated and decelerated smoothly, and slow speed shall be used near the end of each range of motion.

REV - Appendix A - 2 589

A2.2.3 Lift. Each individual lifting rig (main, whip, etc.) shall be demonstrated to pick up 100% of its Working Load Limit at rated speed.

A2.2.4 Joint Lift Cranes. Where individual lifting rigs are intended to work together, they shall each be demonstrated to pick up 100% of their combined Working Load Limits.

A2.2.5 Data Records. During the tests, motor and pump parameters, hydraulic fluid parameters, speeds, and test weights shall be recorded.

A2.2.6 Reports. Copies of all test and inspection reports, with amplifying data, shall be filed in the Registry of Lifting Appliances.

A2.3 Dynamic Overload Test. This test is intended to verify that the equipment can properly function at Working Load capacity while underway. Operation at rated speed is not required.

Where crane ratings vary with outreach, two dynamic overload tests shall be conducted: first at the appropriate outreach for maximum rating, second at maximum outreach and minimum rating.

A2.3.1 Relief Valve Settings. If the crane utilizes hydraulic power, relief valve settings shall be checked prior to conducting dynamic load tests. Relief valve and pressure compensator settings should not require adjustment in order to conduct this test.

A2.3.2 Demonstration. The crane shall demonstrate the ability to pick up and move the Test Load through the range that the equipment is required to perform in service, including outreach beyond the cutter hull. Rotation, traversing, luffing, extension, and traveling functions, as applicable, shall be demonstrated. At least three complete cycles shall be completed, at no specified speed. The test load shall be stopped and held during each cycle to demonstrate braking action.

A2.3.3 Dynamic Test Load. Each individual lifting rig (main, whip, etc.) shall be demonstrated to pick up its Dynamic Test Load at no specified speed, to stop and hold the test load for 10 minutes, and to return the Test Load to the deck.

A2.3.4 Joint Lift Cranes. Where individual lifting rigs are intended to work together, they shall be demonstrated to pick up their combined Dynamic Test Load at no specified speed, to stop and hold the test load for 10 minutes, and to return the Test Load to the deck.

A2.3.5 Limited By Design. Where crane functions are hydraulically limited by design, SFLC or the cognizant Product Line Manager may reduce the test requirement. Such reduction shall be documented to SFLC and in Table 1. Cranes shall not be arbitrarily de-rated to meet the generic dynamic test condition.

REV - Appendix A - 3 589

A2.3.6 Documentation. During tests, motor and pump parameters, hydraulic fluid parameters, and test weights shall be recorded. Copies of all test and inspection reports, with amplifying data, shall be filed in the Registry of Lifting Appliances.

A2.4 Winch Brake/Modified Static Load Test. This test is intended to routinely verify structural integrity of the system, and the ability of the system and its individual components to hold against large loads. The modified static test load is typically 150% of the WLL and shall be taken against the installed rigging, winch and brake systems.

A2.4.1 Worst Load. The crane shall be placed in the worst structural position; this is typically with the boom or frame fully extended. The Modified Static Test load shall be lifted and applied by external means to rigging on the crane. The test load shall be held, without damage or slippage, for 10 minutes.

A2.4.2 Alternative Test Weights. The use of alternative test weights, such as water bags, which can be adjusted in place to reflect the desired weight, is acceptable, provided that the test weight is verifiable.

A2.4.3 Static Load. Each individual lifting rig (main, whip, etc.) shall be Modified Static Load tested to 150% of Working Load Limit, unless otherwise specified. The test weight shall be externally applied, and the weight held for 10 minutes.

A2.4.4 Reports. Copies of all inspection and test reports, with amplifying data, shall be filed

A2.5 Static Load Test. True static load tests to 200% (GSO) or 220% (ABS) of the WLL are structural load tests which are ONLY required when the crane and foundation are newly installed, or when there are structural repairs (welding) which could impact on foundation or structural integrity. Static Load Tests may require the use of special rigging attached to the crane structure to avoid damage to the rigging or brake systems. The static load shall be applied as a force by external means and held for not less than 10 minutes. No part of the equipment, fittings, and structure shall take a permanent set, nor shall degradation of any operating or control function occur as part of the test. Static Load Tests shall only be conducted at the direction of SFLC or the Product Lines.

A2.5.1 Reports. Copies of all inspection and test reports, with amplifying data, shall be filed

A3. NOTES None.

REV - Appendix B - 1 589

APPENDIX B

CRANE TABLES

B1. SCOPE

B1.1 Crane Table. The following table is for general information only, taken from all data available. Product line promulgated MPCs shall take precedence.

B1.2 Table Updates. Product Lines shall submit updates to this table to reflect equipment changes which have occurred.

TABLE 1 - WORKING LOAD LIMIT, DYNAMIC OVERLOAD

TEST WEIGHT AND WINCH BRAKE/MODIFIED STATIC

TEST WEIGHT CHART FOR CRANES (NOTE 11)

CUTTER

CLASS/

CRANE

WLL DYNAMIC

OVERLOAD

TEST WT

WINCH

BRAKE/

MOD

STATIC

REMARKS WIRE ROPE

420’ WAGB /

TB 60-65

6,720 7,400 7,400

Note 6 At 65’ ext.

Note 2 200 ft, 5/8 in dia, 6x36 class, RRL, EIPS, IWRC, RBS>16.8 tons.

38,000 41,800 41,800

Main at 38’ ext.

670 ft, 7/8 in dia, RBS>34.2 tons; or

670 ft, 7/8 in dia, 18x19

DYFORM-18 /

DYPAC-18 or eq, rotn resist, compacted, RBS>34.2 tons.

11,200 12,320 12,320

55’ ext.

TB 100-55

Whip at

270 ft, 5/8 in dia, REV - Appendix B - 2 589

38,000 41,800 41,800

38’ ext.

350 ft, 7/8 in dia, RBS>34.2 tons; or

360 ft 7/8 in

DYPAC-18, or eq., rotn resist

RBS>34.2 tons.

KB 40-55

Whip at

150 ft, 5/8 in dia, 420’ WAGB/

KB 15-45

At 45’ ext.

260 ft, 5/8 in dia, RBS>14.9 tons; or

260 ft 5/8 in

RBS>14.9 tons.

15,400 19,250 23,100 Limited to 22 ft outreach

No wire418’ WMSL/

FB90-28

#2, #4 Port 2,200 2,750 3,300 Max outreach

100 ft, 3/8 in dia, 6x36 class, RRL.

EIPS, IWRC

RBS>5 tons

REV - Appendix B - 3 589

418’ WMSL

FB90-28

#3 STBD

9,500 11,875 14,250 Limited to 25 ft outreach

175 ft, 9/16 in dia, 6x36 class, RRL. EIPS, IWRC

RBS>14.6 tons

400’ WAGB/

TB60-60

6,000 7,500 9,000 200 ft, 5/8 in eq rotn resist, RBS>15 tons.

400’ WAGB /

K280-70

30,000 37,500 45,000 480 ft, 3/4 in or 19mm dia, 34x7 EIPS, DYFORM-34LR, rotn resist, compacted;

RBS>32.4 tons

400' WAGB /

HIAB

5,400 6,750 6,750

Sea Crane 100 ft, 9/16 in dia, 6x36 class, RRL, EIPS, IWRC, RBS>13.5 tons.

40,000 50,000 60,000 Main Fall 300 ft, 1 in dia 18x19 compacted.

RBS>53 tons.

240’ WLBB /

EB480-60-40

15,000 18,750 22,500 Aux Fall 200 ft, 7/8 in dia, EIPS, IWRC;

RBS>37.5 tons.

225’ WLB

“A” / TB90-60

40,000 45,000 60,000 Main

See Note 5 275 ft, 1-1/8 in dia, 6x36 class, RRL, IWRC, EEIPS, REV - Appendix B - 4 589

Or (see TCTO) 275 ft, 1 in

10,000 12,500 15,000 Fastline 200 ft, 3/4 in dia, 6x36 class, RRL

RBS>25 tons.

40,000 45,000 60,000 Main

300 ft, 1 in

225’ WLB “B” /

EB480-60-40

10,000 12,500 15,000 Aux 200 ft, 3/4 in dia, RBS>25 tons.

20,000 25,000 30,000 Main 220ft, 3/4 in compacted.

RBS>26.5 tons.

175’ WLM /

SB230-42

9,000 10,800 13,500 Aux Fall

140 ft, 5/8 in dia, RBS>22.5 tons; or 140 ft 5/8 in dia, 6x25 DYPAC-6 / 6x26 DYFORM-6 or eq., RRL, REV - Appendix B - 5 589

WS, compacted, RBS>22.5 tons.

16,500 20,600 20,600 Note

6 & 12

Main 270 ft, 5/8” 6x36 class RRL

EEIPS IWRC,

RBS>20.6 tons

8,250 10,300 10,300

Whip 170 ft, 5/8”

18,000 22,500

Note 9 Luffing Wire.

Combined:

15,000 Main 7,500 Whip

625 ft, 5/8”

160’ WLIC /

CG-300-70'

11,250

Note 10 Luffing test w/main to limited

10,000 12,500 12,500

Main (3 part) 190 ft, 1/2”

EIPS IWRC,

RBS>9.9 tons

100’ WLI

BLUEBELL/

TB-16-40

5,000 6,250 6,250

Whip

(single part) 140 ft,1/2” 6x36 class RRL

RBS>13.0 tons

Main

(two-part) 150 ft, 1/2"

EIP IWRC,

RBS>13.3 tons

100’ WLI

BUCKTHORN/

SB20-30

2,000 2,500 2,500 Whip (single part)

100 ft, 3/8"

EIP IWRC,

RBS>5.5 tons

REV - Appendix B - 6 589

10,000 12,500 15,000 Main (two-part)

160 ft, 9/16”, DYFORM-18, non-rotating, RBS>13.8 tons

100’ WLIC

SMILAX/

SB70-28.5

5,000 6,250 7,500 Aux (two-part)

140 ft, 7/16”, DYFORM-18, non-rotating, RBS>8.5 tons

65400 WLI

BAYBERRY/

CSA-12-19

4,000 5,000 5,000

100 ft, ½” 6x36

RBS>10.9 tons

65’ WLI

ELDERBERY/

MCF-519-87-310

4,000 5,000 5,000

Main 1/2” 6x36 class

RRL EIPS IWRC,

RBS>10.9 tons

64’ ANB/

TC-10-19-30

4,890 5,390 6,140

Limit test wt to not exceed 7° list

280 ft. , 9/16” 19x7 EIPS, IWRC

3,600 4,500 4,500

15’ over the stern

80 ft., ½” 6x25

RRL IWRC

RBS>15.3 tons

55’ ANB “A”/

MCK-420KM

1,800 1,800 1,800

20’ over the side (stability limited)

55’ ANB “B” /

1,800 1,800 1,800

55’ ANB “C” /

REV - Appendix B - 7 589

1,600 1,600 1,600

At 10 ft radius.

Single part

250 ft, ¾” 6x36

IWRC EIP

CGB

13067-77 /

KB20-10-50

3,000 3,450 N/A At 50 ft

See Note 7

40,000 50,000 50,000

Main

(four part) 385 ft., ¾”

DYFORM 18,

RBS>32.4 tons

12001-002/

EB150-75-55S

Whip 195 ft., ¾”

6x36 class

RRL IWRC EIP

¾” 6x36 class

RRL IWRC EIPS,

RBS>25.9 tons

99002-005, &

008 / TK20-50

¾” 6x36 class

RRL IWRC EIPS,

RBS>25.9 tons

90012-13 /

TK20-50

Main 270 ft, 5/8”

84001-002 /

CG-300-70’

8,250 10,300 10,300 Whip 170 ft, 5/8”

REV - Appendix B - 8 589

625 ft, 5/8”

Main 240 ft, 5/8”

Whip 150 ft, 5/8”

545 ft, 5/8”

CGB 70018 /

CG-300-60'

Main 240 ft, 5/8”

Whip 150 ft, 5/8”

68012-68020/

CG-300-60’

545 ft, 5/8”

REV - Appendix B - 9 589

1 Wire rope grade shall not be upgraded without SFLC authorization. For wire rope discrepancies between original drawings and this table, this table shall be used. Wire rope procurement reference is API SPEC 9A.

2 USCG marine crane ratings are typically at a maximum (or identified) working radius for that installation.

The ratings take into account the effect of ships motions; see applicable technical publication or arrangement drawing. Typical OEM commercial crane ratings are dependent on boom angle, outreach, boom extension, and wire strength. The maximum WLL is typically at minimum working radius and/or minimum boom extension, unless the crane arrangement is limited by wire rope strength. Commercial crane ratings shall not be used unless directed by SFLC (ESD).

3 Static testing reduced to 125% of WLL. Dynamic testing reduced to 110% of WLL by hydraulic system limitations.

4 Dynamic testing reduced to 110% of WLL by hydraulic system limitations.

5 Dynamic testing reduced to value listed by hydraulic system limitations.

6 For these cranes, conduct brake test as part of Dynamic Overload Test: Stop weight, set brake, hold for 10 minutes, release and lower weight under control.

7 Dynamic testing reduced to 115% to validate jib cylinder load hold valve setting.

8 See manufacturer’s documents for test requirements.

9 Combined (two wire) Modified Static Load Test based on Crane structural limits. Topping lift wire rope shown.

10 Lift load at short radius and lower boom to 45 degree angle.

11 All wire ropes shall be procured as an ASSEMBLY, with fittings attached and ends seized (as required), pull tested to 200% of WLL w/ certificate attached, pressure lubricated and ready for service.

12 Dynamic winch test (only)is at fixed outreach. Do not luff.

* Abbreviations: IPS = Improved Plow Steel, EIP = Extra improved plow steel, EEIP =…