J-13_NSE_Pier_Load_Limit_Summary.pdf

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USS SAMPSON 8C1 DSRA Federal contract opportunity
Solicitation number
N4523A-18-R-0550
Issued by
Department of the Navy Naval Sea Systems Command

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Text version

Revision: 21 July 2010\TJC

Naval Station Everett, Washington

Pier A - Load Limit Summary Deck Loading Summary:

Uniform Load:

• 1000 psf(1)(2)

Truck Load:

• HS20-44(1)(2)

Mobile Cranes:

• 140-ton capacity, outrigger maximum 233.5 kips, see restrictions below.(1)(2)(3)

• 70- ton capacity, outrigger maximum 151 kips, no restricted areas.(1)(3)

• 70-ton and 140-ton travel lift, HS20-44 maximum single or dual axle loading.(1)

Restrictions:

• Do not place crane within 3’ of deck storm centerline or expansion joints(1)

• Do not place crane or outriggers on yellow striped areas.(1)

• Do not place crane on utility trench covers or pier electric vault roof(1)

• Use pads if outrigger placed on or adjacent to utility trench cover(4)

• Utility trench cover maximum outrigger load is 151 kips(2)(3)

Structural Inspection Summary:

• Waterfront Inspection 2009, Report #CR-6521-ONC dtd Jan. 2010

References:

(1) Pier A Contract # N62474-88-C-4438 Sheet S-02 As-Built dtd Oct. 1992

(2) Carrier Pier Basis of Design Vol IA Contract # N62474-85-C-5366 dtd Aug. 1986

(3) MIL-HNBK 1025/1 Piers and Wharfs Oct. 1987

(4) NAVFAC Navy Crane Center, P-307 Weight Handling Equipment Dec. 2009

Abbreviations/Definitions:

psf Pounds per Square Foot kips Kilo-Pounds or One Thousand Pounds Travel Lift Driving/traveling crane with a suspended load when permitted by OEM.(4)

HS20-44 Front single axle with single tires 8,000 lbs, rear axles with dual tires 32,000 lbs Each with multiple rear axle spacing 14 feet

Enclosure (5)

NAVSTAEVERETTINST 11450.1

Deck Loading Summary:

Uniform Load:

• 750 psf(1)(2)

Truck Load:

• HS20-44(1)(2)

Mobile Cranes:

• 140-ton capacity, outrigger maximum 187 kips, see restrictions below.(1)(2)(3)

• 90-ton capacity, out rigger maximum 187 kips, no restricted areas (1)(2)(3)

• 90-ton and 140-ton travel lift, HS20-44 maximum single or dual axle loading.(1) (3)

Restrictions:

• Do not place crane within 3’ of deck storm west side or expansion joints(2)

• Outrigger maximum 187 kips on utility trench covers(1)(2)

• Do not place crane or outriggers on yellow striped areas.(2)

• Use pads if outrigger placed on or adjacent to utility trench cover(3)

Structural Inspection Summary:

• Structural Waterfront Inspection 2009, Report #CR-6521-ONC dtd Jan. 2010

Reference:

(1) P-205 Breakwater Pier Basis of Design Calculations 100% Submittal Contract # N62474-85-C-5233 dtd Nov. 1993

(2) Pier B Contract # N62474-92-C-3518 Sheet S-01 As-Built dtd Dec. 1995

(3) MIL-HNBK 1025/1 Piers and Wharfs Oct. 1987

(4) NAVFAC Navy Crane Center, P-307 Weight Handling Equipment Dec. 2009

Abbreviations/Definitions:

psf Pounds per Square Foot kips Kilo-Pounds or One Thousand Pounds Travel Lift Driving/traveling crane with a suspended load when permitted by OEM.(4)

HS20-44 Front single axle with single tires 8,000 lbs, rear axles with dual tires 32,000 lbs Each with multiple rear axle spacing 14 feet.

Naval Station Everett, Washington

Pier B - Load Limit Summary

Uniform Load:

• 110 psf(1)

Truck Load:

• Light GOVs only as necessary (1)

• H155XL2 Fork Lift maximum lift limited to 9,000 lbs. (1)

• Pumper Truck gross vehicle weight limited to 29,000 lbs.(1)

Mobile Cranes:

• No Crane Operations(1)

Restrictions:

• No POVs(1)

• Due to the current state of Pier Delta concentrated loads are not permitted(1)

Structural Inspection Summary:

• Study Evaluation of Pier Delta and Echo, Contract # N44255-01-D-1035/0003 dtd Jun. 2003

• Waterfront Structural Inspection 2009: Pier D, Contract # N62473-06-D-3028 dtd Jan. 2010

Reference:

(1) Waterfront Structural Inspection 2009: Pier Delta, Contract # N62473-06-D-3028 dtd Jan. 2010

Abbreviations:

psf Pounds per Square Foot kips Kilo-Pounds or One Thousand Pounds GOV Government Owned Vehicles POV Privately Owned Vehicles

Naval Station Everett, Washington

Pier D - Load Limit Summary

Uniform Load:

• 225 psf(1)

Truck Load:

• Light GOVs only as necessary (1)

• H155XL2 Fork Lift maximum lift limited to 3,000 lbs.(1)

• Pumper Truck gross vehicle weight limited to 22,000 lbs

Mobile Cranes:

• No Crane Operations(1)

Restrictions:

• No POVs (1)

• Due to the current state of Pier Echo, no heavy point loads may be applied to the deck until further restoration or structure replacement has occurred(1)

Structural Inspection Summary:

• Study Evaluation of Pier Delta and Echo, Contract # N44255-01-D-1035/0003 dtd Jun. 2003

• Waterfront Structural Inspection 2009: Pier Echo, Contract # N62473-06-D-3028 dtd. Jan. 2010

Reference:

(1) Waterfront Structural Inspection 2009: Pier Echo Contract # N62473-06-D-3028 dtd Jan. 2010

Abbreviations:

psf Pounds per Square Foot kips Kilo-Pounds or One Thousand Pounds GOV Government Operated Vehicles POV Privately Owned Vehicles

Naval Station Everett, Washington

Pier E - Load Limit Summary

Uniform Load:

• 750 psf(1)

Truck Load:

• HS20-44(1)

Mobile Cranes:

• 140-ton capacity, outrigger maximum 187 kips, see restrictions below.(1)(2)

• 90-ton capacity, out rigger maximum 187 kips, no restricted areas (1)(2)

• 90-ton and 140-ton travel lift, HS20-44 maximum single or dual axle loading.(1)(2)

Restrictions:

• Do not place crane within 3’ of deck storm drains or expansion joints(1)

• Do not place crane or outriggers on yellow striped areas.(1)

• Outrigger maximum 187 kips on utility trench covers(1)

• Use pads if outrigger placed on or adjacent to utility trench cover

Structural Inspection Summary:

• Waterfront Structural Inspection 2009, Report #CR-6521-ONC dtd Jan. 2010

Reference:

(1) South Wharf; Contract # N62474-88-C-4438, Sheet S-02 As Built, dtd Oct. 1992

(2) MIL-HNBK 1025/1 Piers and Wharfs Oct. 1987

(3) NAVFAC Navy Crane Center, P-307 Weight Handling Equipment Dec. 2009

Abbreviations:

psf Pounds per Square Foot kips Kilo-Pounds or One Thousand Pounds Travel Lift Driving/traveling crane with a suspended load when permitted by OEM.(3)

HS20-44 Front single axle with single tires 8,000 lbs, rear axles with dual tires 32,000 lbs Each with multiple rear axle spacing 14 feet.

Naval Station Everett, Washington

South Wharf - Load Limit Summary

Uniform Load:

• 600 psf (1)

Truck Load:

• HS20-44(1)

Mobile Cranes:

• 90-ton capacity with a maximum outrigger load of 187 kips on a 5’x5’ footprint or designated area (1)

Restrictions:

• Crane outrigger and vehicle loads positioned 20 ft from Bent 1 , Row A and Bent 22, Row J due to deteriorated piling(2)

Structural Inspection Summary:

• Waterfront Structural Inspection, Report #CR-6521-OCN dtd Jan. 2010

References:

(1) North Wharf Contract 93-C-3507 Sheet G-1 As-Built dtd Dec. 1994

(2) Waterfront Structural Inspection, Report #CR-6521-OCN, B-17 Figure 5, dtd Jan. 2010

Abbreviations:

psf Pounds per Square Foot kips Kilo-Pounds or Thousand Pounds HS20-44 Front single axle with single tires 8,000 lbs, rear axles with dual tires 32,000 lbs Each with multiple rear axle spacing 14 feet.

Naval Station Everett, Washington

North Wharf - Load Limit Summary

Naval Station Everett, Washington

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