PHNS ltr Ser 710-11-M032 dtd 29-April 2011 Reqts Ktr Cranes.pdf

DEPARTMENT OF THE NAVY

PEARL HARBOR NAVAL SHIPYARD &

INTERMEDIATE MAINTENANCE FACILITY

667 SAFEGUARD ST., SUITE 100

PEARL HARBOR, HI. 96860-5033

FOR OFFICIAL USE ONLY

IN REPLY REFER TO:

11262 Ser 710/11-M032

29 April 2011

From: Commander, Pearl Harbor Naval Shipyard and Intermediate Maintenance Facility To: Distribution

Subj: NAVFAC P-307 CHANGES AFFECTING USE OF NON-NAVY OWNED CRANES

AND RIGGING EQUIPMENT AT NAVAL ACTIVITIES.

Ref: (a) NAVFAC P-307, Management of Weight Handling Equipment December 2009 Change 1 March 2011.

Encl: (1) P-307 Requirements for Contractor Operated Cranes

(2) PHNS and IMF Boundary Map

(3) Table of Interim Allowable Bearing Capacities for Mobile Truck Crane Outriggers

1. This letter outlines the latest changes made to NAVFAC P-307 for Contractor and Contracting Officers, and supersedes PHNS&IMF letter 11262, 710/10-M027 dated 10 June 2010, "Contractor Requirements For Non-Navy Owned Cranes Used In Pearl Harbor Naval Shipyard and Intermediate Maintenance Facility".

2. Reference (a) provides maintenance and operational requirements for cranes and other weight handling equipment (WHE) at Navy activities. Paragraph 1.7.2 of reference (a) contains specific requirements that must be included in contracts, statements of work, purchase orders, etc.

(referred hereafter as contracts) for work involving (or work which may involve) contractor operated cranes (including multi-purpose machines, material handling equipment (forklifts), and construction equipment when used as cranes to lift suspended loads) and rigging equipment used at Pearl Harbor Naval Shipyard and Intermediate Maintenance Facility (PHNS & IMF), referred to herein as the Shipyard. This equipment is referred to herein as lifting and handling (L&H) equipment. Paragraph 1.7.2 and Appendix P of reference (a) are provided to addressees as enclosure (1).

3. The Shipyard boundary is defined by the PHNS&IMF Utilization of Navy Real Property Report, Real Property Utilization Survey Map. Enclosure (2) shows the general boundary of PHNS&IMF, and includes the facilities within SUBASE. These facilities are Buildings 417, 445, 1320, 1766 and 1770. NAVFAC P-307 requirements shall also be applied to PHNSY&IMF contracts that perform work on Navy Region piers/property. Questions regarding the boundary of PHNS&IMF may be directed to the Facility and Maintenance Division, Code 980, 473-8000, ext. 2308. To facilitate compliance with reference (a), Contracting Officers are requested to:

a. Include in contracts involving lifting and handling operations:

1) The requirements of paragraph 1.7.2 and Appendix P of reference (a). Require the contractor to notify the Accident Prevention (AP) Team, (808) 473-8000-ext. 3780, 2815, or 3795, three normal working days in advance of crane (including multi-purpose machines, material handling equipment (forklifts), and construction equipment when used as cranes to lift suspended loads) arrival at PHNS&IMF. The AP Team will provide oversight of the contracting official's handling of the oversight plan of the contractor L&H equipment prior to being allowed to operate at

PHNS&IMF.

2) Require the contractor to designate their point of contact (POC) with appropriate telephone numbers.

3) Inform the contractor that PHNS&IMF L&H personnel may perform surveillances of their L&H operations within the PHNS&IMF boundary and notify the POC of any deficiencies or points of concerns.

b. Provide the AP Team [(808) 473-8000-ext. 3780, 2815, or 3795 (phone), 474-7114 (FAX)] with:

1) Name of contractor and POC to resolve problems/concerns identified during surveillances by PHNS&IMF L&H Department personnel.

2) Description of contractor L&H operation(s).

3) Date, duration, and location of contractor L&H operation(s).

4) Name and phone number of Shipyard's Contracting Officer assigned to oversight the contract.

c. Provide the AP Team at least three normal working days prior to a contractor L&H equipment arriving on PHNS & IMF property and/or other Naval Property when contracted by PHNS&IMF (when practicable):

1) The contract or part of the contract that specifies L&H requirements.

2) Rigging aspect of work to be accomplished.

3) The Contracting Officer's crane oversight plan designed to ensure compliance with contract requirements.

4) Critical lift Plan(s) when critical lift is to be performed.

4. PHNS&IMF implemented a policy to facilitate enforcement of reference (a) contractor L&H equipment requirements within PHNS&IMF’s Controlled Industrial Areas (CIA) and PHNSY&IMF contract work performed on Navy Region piers/property. Contractor L&H equipment will not be allowed into the CIA without a PHNS&IMF CODE 700 CIA Access Stamp on the contractor's certificate of compliance [Figure P-1 of reference (a)]. This stamp will be placed on the certificate of compliance by the PHNS&IMF AP Team after an acceptable oversight by the AP Team of the contracting official's initial oversight of the L&H equipment.

This policy is in addition to the Commander Navy Region Hawaii (CNRH) and PHNS&IMF entry requirements. To preclude the contractor from being denied entry into the CIA or onto Navy Region property; Contracting Officers are requested to adhere to the requirements of this letter.

5. Paragraph 1.7.2.a of reference (a) requires that Contracting Officers and contractors comply with specific PHNS&IMF regulations pertaining to crane safety and operations. PHNS&IMF issued ground-loading restrictions for mobile truck cranes [see enclosure (3)]. Ground loading restrictions for PHNS&IMF and Navy Region property were developed in conjunction with PHNS&IMF Codes 710 and 980 and NAVFAC Pacific, and are in effect for PHNS&IMF property. Enclosure (3) provides allowable bearing capacities for mobile crane outriggers on

Bcc:

Codes 100, 100B, 106, 130, 200, 300.1, 300.2, 700, 701, 701N, 710, 712, 713, 720, 740, 980, 1100, 1200

From NAVFAC P-307, Management of Weight Handling Equipment (December 2009) Change 1 March 2011

Enclosure (1)

PHNS & IMF BOUNDARY MAP

Enclosure (2)

Table of Interim Allowable Bearing Capacities for Mobile Crane Outriggers

+ See Notes on page below 24 March 2011 Enclosure (3)

Changes made are in bold print. FOR OFFICIAL USE ONLY

Item Area Allowed Capacity + (see note 3)

Cranes Allowed +

Justification Notes

1 Mike 1-4 piers See separate PacDiv guidance Prepared by Sato & Associates titled “Structural Load and Mooring Analyses Mike Docks M1 to M4", dated November 2003.

2 Foxtrot 12 & 13 piers See separate NAVFAC guidance prepared by Wilson Okamoto Corporation titled “Structural Load Analysis Report, Wharves F12 – F13” dated June 2006

3 GD-2 86kips with rigid** dunnage.

Limited rotation with standard* dunnage.

E, I Based on Code 910 evaluation of drawings

4 Bldgs. 5, 167 and Plate Yard

3.6 ksf with standard* dunnage A C/910 E-mail from M. Yamabe to M. Sasaki

5 Bravo 1 -2 piers 86 kips with standard* dunnage D, I NFESC analysis & consultation w/ Naval Facilities Engineering Service Center (Dr. George Warren) and PACDIV (Mr. Karl Cheng)

Shipyard truck cranes not allowed on B-3

6 Bravo 3, 4 & 5 piers See separate NAVFAC HI guidance prepared by Consulting Structural Hawaii titled “Structural Load and Mooring Analyses B3-B5, Amendment 2”, Contract N62742-07-D-0008

7 Bravo 7-8 No Shipyard and Navfac truck crane operations allowed, per Navfac HI guidance provided by Nagamine Okawa Engineers Inc. Linkbelt RTC 8050 w/ 3,000 lbs max load and specific Navfac HI guidance. Smaller crane with lesser combination of GVW may be allowed on a case by case basis with approval by Navfac HI.

8 Bravo 9 No truck crane operations allowed, per Navfac HI guidance provided by Nagamine Okawa Engineers Inc.

9 Bravo 12 pier only on the portion of the pier with crane tracks.

86 kips with rigid** dunnage.

Limited rotation with standard* dunnage.

E, I Consultation with Naval Facilities Engineering Services (Dr.

George Warren) and PACDIV (Karl Cheng)

10 Bravo 12 pier without crane tracks

No mobile cranes allowed None

11 Bravo 6, 10, 11, 13, &14 piers

86kips with rigid** dunnage.

Limited rotation with standard* dunnage. (see note 1)

E, I C/910 E-mail from R. Woodson to M. Sasaki 4/7/00

12 Bravo 15-18 piers See separate PacDiv guidance Prepared by Sato & Associates titled “Structural Loading and Mooring Analyses Bravo Docks B15 to B18”, dated May 2003.

Higher capacities available upon request based on Phase 2 Report

13 Bravo 19 piers See separate PacDiv guidance Prepared by Sato & Associates titled “Structural Loading and Mooring Analyses Bravo Dock B19”, dated July 2003.

Higher capacities available upon request based on Phase 2 Report

14 Bravo 20 pier 105 ton point loading, no dunnage required

C Design capacity, Navfac Dwg 7960789

Enclosure (3)

Cranes Allowed +

Justification Notes

15 Bravo 21pier See separate PacDiv guidance Prepared by Sato & Associates titled “Structural Loading and Mooring Analyses Barvo Dock B20", dated November 2001.

Higher capacities available upon request based on Phase 2 Report

16 Bravo 22-26 piers See separate PacDiv guidance Prepared by Sato & Associates titled “Structural Load and Mooring Analyses Bravo Docks B22 to B26", Revised November 2002.

Higher capacities available upon request based on Phase 2 Report

17 DD #1 No Truck Cranes Code 980 Memo M109 dtd 16 July 2010.

18 DD #2, DD #3 & #4 3.6 ksf with standard* dunnage, avoid restricted areas specified in C/980 memo

A, H, I Based on soils boring. See Code 980 Memo M109 dtd 16 July 2010 for restrictions.

19 Sierra piers 1A/1B See separate PacDiv guidance Prepared by Sato & Associates titled “Structural Load and Mooring Analyses, Sierra Docks S1A to S2A", dated February 2004.

20 Sierra 13 & 14 and Sierra 12 past 900 ft mark

See separate PacDiv guidance Prepared by Consulting Structural Hawaii Inc. titled “Structural Load Analysis, Sierra 13 and 14", dated March 2005.

21 Sierra piers 8, 9, 10, 11 & 12 (up to 900 ft mark) and Yankee piers

105 ton point loading, no dunnage required

C Design capacity, Navfac Dwg 7916371 and 7096350

22 Sierra piers 20 & 21 See separate PacDiv guidance prepared by Consulting Structural Hawaii titled “Structural Load Analysis, Sierra 20 and 21”, dated December 2005.

23 Bldg. 1274 Compound (asphalt) except north of Bldg. 1409

3.6 ksf with standard* dunnage A, H Location on mudrock, site evaluation by PACDIV

24 CIF 3.6 ksf with standard* dunnage A Location within old shoreline; site evaluation; observed large loads in area.

25 Bldg. 129 3.6 ksf with standard* dunnage A Location on mudrock; site evaluation; observed large loads in the area.

26 Bldg. 9A 3.6 ksf with standard* dunnage A Engineering analysis (C/910). Done 3/27.

27 Bldg. 215 3.6 ksf with standard* dunnage A On mudrock 28 MRW #2 5.0 ksf with standard* dunnage. B, H Based on A&E preliminary data of 3/25/00.

29 Bldg. 1673 test site 4.7 ksf with standard* dunnage based on planned usage.

A On mudrock; close areas rated for 5000 psf.

30 Asphalt areas around Bldg. 1673

4.7 ksf with standard* dunnage B, H On mudrock; based on soils boring of area.

Enclosure (3)

Cranes Allowed +

Justification Notes

31 Bldg. 1670 test site 4.7 ksf with standard* dunnage based on planned usage.

B, H On mudrock; close areas rated for 5000 psf.

32 Asphalt areas around Bldg. 1670

3.6 ksf with standard* dunnage A, H On mudrock; site check by PACDIV.

33 Bldg. 155 3.6 ksf with standard* dunnage A Location on mudrock C/910 E-mail from M. Yamabe to M. Sasaki

34 Area between buildings 68 and 72

3.6 ksf with standard* dunnage A, H Location on mudrock C/910 E-mail from M. Yamabe to M. Sasaki

35 Shop 31 shaft lathe area

4.7 ksf with standard* dunnage B Location on mudrock, site evaluation by PACDIV. Previous testing by Code 910.

36 CIA to DD #4 3.6 ksf with standard* dunnage A, H, I On mudrock, location on mudrock 37 Between Bldgs. 5&9 3.6 ksf with standard* dunnage A, H Previous use and location on mudrock

38 Ground area near Bravo-8

3.6 ksf with standard* dunnage see note 1.

A, H Location on mudrock

39 Asphalt area around Bldg. 149

3.6 ksf with standard* dunnage

A, H Location on mudrock

40 Bldg. 39 3.6 ksf with standard* dunnage A Location on mudrock 41 Hotel piers No mobile cranes allowed

None Based on a review of structural data provided by COMNAVREG, there are no cranes in the PHNS&IMF inventory that will comply with the restrictions provided.

42 Kilo 10 & 11 piers rebuilt portions only

116 ton point loading on 50 ft wide reinforced portion of pier, no dunnage required

C Design Capacity Navfac Dwg 7944664 and 7963408

Lifts on rebuilt portion of pier only, no lifts on original pier.

43 Kilo piers All Others No mobile cranes allowed None

Based on a review of structural data provided by COMNAVREG, there are no cranes in the PHNS&IMF inventory that will comply with the restrictions provided.

44 All ground areas within the Shipyard not specified

3.6 ksf with standard* dunnage A, H Consultation with PACDIV (Karl Cheng)

Notes: 1. No lifts at the head of Bravo 8 and Bravo 10.

2. Standard or rigid dunnage not required if outrigger can be placed (center of outrigger to center of rail or track) within 1’ of portal crane rails or railroad tracks.

3. Truck crane T56 and T60 are equal. When operating crane T60 follow the guidance and restrictions of T56.

24 March 2011 Enclosure (3)

4. Truck crane T54 may operate anywhere Navfac’s 82-05424 truck crane is allowed to operate. When operating T54 follow the guidance and restrictions of Navfac truck crane 82-05424.

5. Navfac truck crane 82-05430 may operate anywhere Navfac’s 82-05115 truck crane is allowed to operate. When operating 82-05430 follow the guidance and restrictions of Navfac crane 82-05115.

6. Navfac truck crane 82-05519 may operate anywhere Navfac’s 82-05541 truck crane is allowed to operate. When operating 82-05519 follow the guidance and restrictions of Navfac crane 82-05541.

7. Navfac truck crane 82-05107 may operate anywhere Navfac’s 82-05110 truck crane is allowed to operate. When operating 82-05107 follow the guidance and restrictions of Navfac crane 82-05110.

A - Link-Belt RTC 8025, RTC 8050, Drott 2500, Badger 4445, Grove RT 630C, RT 635C, RT 760, RT 522B, RT 525C, TMS 250C, TMS 300B, TMS 540, TMS

700B, TMS 760, GMK 3050, GMK 3055, Dmag AC80-1, Western Traction TC-110-55, Manitex M22101, Lorain 18T & LRT 450, Krupp KMK 4070 and KMK 3045 w/SD (min). Grove RT 870 & RT 880 w/ 6’x6’x1" thick plate steel with 3/4" plywood or PWC RD.

B - Link-Belt RTC 8025, RTC 8050, Drott 2500, Badger 4445, Grove RT 630C, RT 635C, RT 760, RT 522B, RT 525C, RT 870, RT 880, TMS 250C, TMS 300B, TMS 540, TMS 700B, TMS 760, GMK 3050, GMK 3055, Dmag AC80-1, Western Traction TC-110-55, Manitex M22101, Lorain 18T & LRT 450, Krupp KMK 4070 & KMK 3045 w/SD (min). For RT 870&880, a 5 MPH travel speed limit when operating on piers.

C - Link-Belt RTC 8025, RTC 8050, Drott 2500, Krupp KMK 4070 & KMK 3045, Badger 4445, Grove RT 630C, RT 635C, RT 760, RT 522B, RT 525C, RT 870, RT 880, TMS 250C, TMS 300B, TMS 540, TMS 700B, TMS 760, GMK 3050, GMK 3055, GMK 4090 (T-56 and T60), GMK 6220 (T-58), Dmag AC80- 1, Western Traction TC-110-55, Manitex M22101, Lorain 18T & LRT 450 may be used with no dunnage required.

D - Link-Belt RTC 8025, RTC 8050, Drott 2500, Badger 4445, Grove RT 630C, RT 635C, RT 760, RT 522B, RT 525C, TMS 250C, TMS 300B, TMS 540, TMS 700B, TMS 760, GMK 3050, GMK 3055, Dmag AC80-1, Western Traction TC-110-55, Manitex M22101, Lorain 18T & LRT 450, Krupp KMK 4070 & KMK 3045 may be used with 4’x6’x6” thick wood dunnage.

E - Link-Belt RTC 8025, RTC 8050, Drott 2500, Badger 4445, Grove RT 630C, RT 635C, RT 760, RT522B, RT 525C, TMS 250C, TMS 300B, TMS 540, TMS 700B, TMS 760, GMK 3050, GMK 3055, GMK 4090 (T56 and T60), Dmag AC80-1, Western Traction TC-110-55, Manitex M22101, Lorain 18T & LRT 450, Krupp KMK 4070 and KMK 3045 w/SD (min). The Grove RT 870 & RT 880 w/SD (min) and 5 MPH max travel speed. Set-up 2 outriggers on or within 1' of portal crane rails or railroad tracks and 3rd outrigger on a transverse beam. The 4th outrigger shall be on standard dunnage or transverse beam. Lifts shall be limited to over the transverse girder and portal crane rail foundation see fig. (1). (If 3rd & 4th outrigger can be placed on transverse beams or opposite railroad track or portal crane track, no rotational restriction applies.)

F – Deleted.

H – The following cranes may be used on overland area provided properly sized dunnage are used and cranes are moved to the worksite in the travel configuration only: P&H 9125TC w/26 ft2 dunnage, Manitowoc 3900T w/30 ft2 dunnage, Link Belt HC 258 w/46 ft2 dunnage. Dunnage requirements are 1” thick (min) steel on 4” thick (min) wood.

I - Truck crane T-58 (with 13Ton counterweight) may operate provided all outriggers are on rigid dunnage and outriggers are over the portal crane rails.

* - Standard Dunnage (SD) is defined as 4’ x 6’ x ¾" thick steel plate with 4”-6” (nominal size) wood timber below.

** - Rigid dunnage is defined as 4’ x 6’ made of steel plate & rectangular tubes.

*** - PWC Rigid Dunnage (PWC RD) is defined as 6'x6' dunnage made of steel plate and rectangular tubes.