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Manufactured to ANSI/TIA-322 

  • AWS Certified
  • U.S. AWS Certified welder assembled
  • U.S. Certified Gin Pole AWS welder assembled
  • Certified AWS independent U.S. contractor inspected
  • AWS D1.1:2015 Structural welding code-steel compliance
  • Load charts are pole specific with matching serial numbers
  • 5.0   Analysis and design of Gin Poles
  • 6.0   Gin Pole construction
  • Sheave Standard Rooster head option
  • Metalized surface
  • Double sheave Gin Pole Rooster head with 4′ arm
  • 3 Ea 10Ft / 3.05m in length Sections, optional additional sections up to 64′
  • Jump tracks available for all PT and PS models


  • 177 Lb / 84.2 Kg Top Section 10′
  • 170 Lb / 77 Kg Mid sections 3ea., 10′
  • 190 Lb / 86 Kg tail section, 10.’
  • 66 Lb / 29.9 Kg non-swingarm rooster head OPTION, 12.”

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

LMS PT 12 SA Sheave Options, Serial numbered to match pole now required for all to pass inspection.

For non-swing arm head, we can supply

  • OEM replacement 7/16″ groove 10″ diameter
  • OEM replacement 5/8″ groove 10″ diameter
  • OEM replacement 3/8″ groove 10″ diameter

Swingarm head we can supply

  • OEM replacement 1/2″ groove, 6″ diameter, 2 ea
  • OEM replacement 5/8″ groove 6″ diameter, 2 ea
  • OEM replacement 3/8″ groove 6″ diameter, 2 ea

sample load charts

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
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 3/4″×2.5″ A325 Structural 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 ANSI/TIA-322 and the OSHA CPL 2-1.36. Maintain your required documents along with the work plan, engineer sign-off for each specific job.