Manufactured to

  • AWS Certified 
  • U.S. AWS Certified welder assembled 
  • U.S. Certified Gin Pole AWS welder assembled 
  • Certified AWS independent U.S. contracted inspected 
  • AWS D1.1:2015 Structural welding code-steel 
  • Load charts are pole specific with matching serial numbers 
  • 5.0   Analysis and design of Gin Poles 
  • 6.0   Gin pole construction 
  • Rooster head / Chicago end option
  • Metalized surface 

Certified TAA compliant manufacturing

Weights 64′ pole

  • Kg Roster head section 
  • Kg Tract sections 
  • Kg Top section 
  • Kg Tail section 
  • Kg Jump track
  • Kg Full Pole

Weights 84′ pole

  • Kg Roster head section 
  •  Kg Tract sections 
  •  Kg Top section 
  •  Kg Jump track
  •  Kg Full Pole
  •  Kg Crate 21′ Long x 48″ wide x 80″ tall
  •  Kg Total ship weight

Weights 104′ pole

  •  Kg Roster head section 
  •  Kg Tract sections 
  •  Kg Top section 
  •  Kg Tail section 
  •  Kg Jump track
  •  Kg Full Pole
  •  Kg Crate 21′ Long x 48″ wide x 80″ tall
  •  Kg Total ship weight

OSHA required Forms supplied with all LMS gin poles we manufacture.

  • Annual Pole Certification signed and numbered.
  • Annual Pole Inspection Report signed and numbered.
  • VT Visual Welding Inspection Report, done at the time of manufacture
  • Mill Report on steel specification ASTM A500, Grade B/C
  • Charpy report on steel temperature test to –40 degrees
  • PE Stamped Pole specific Load Chart

Gin Pole Classifications

 Class Gross Loading Load Line SizeImpact Factor Req’d steel wire rope.
A0 < 1,000 Lbsd<= 5/16″1.45
B1,000 < 3,000 Lbs5/16″ < d <= 7/16″1.35
C3,000 < 10,000 Lbs7/16″ < d <= 9/16″1.25
D10,000 + Lbsd > 9/16″1.20

sample load charts

Sample charts are pole specific with serial numbers.
Serial numbers on Pulleys must match the serial number of the Gin Pole. This will be required to complete the annual Gin Pole Inspection. All gin poles using a load line other than steel shall be classified as class A Gin Poles for all load line diameters.

We do not supply any accessory hardware or assembly bolts. Use 1×2.5 A325 Structure bolts, washers, and nuts only. Remember to inspect before re-using.


Complete records of pole inspections and history of Magnetic particle inspection shall be performed on 10% of the welded connections every 10 years. Annual inspection reports shall be maintained for a minimum of two years. All gin pole operations must comply with the latest revision of ANSI/TIA-322 and the OSHA CPL 2-1.36. Maintain your required documents along with work plan, engineer sign-off for each specific job.