Manufactured to ANSI/TIA-322 

  • AWS Certified
  • U.S. AWS Certified welder assembled
  • U.S. Certified Gin Pole AWS welder assembled
  • Certified AWS independent contractor 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
  • Metalized surface
  • Base end roller end
  • Double sheave rooster head
  • Guy tower base end
  • X Braced top and bottom section
  • 2″ legged pole for heavier picks

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

Weights 64′ Pole

  • TBD 65Lb / 29Kg Head section 
  • TBD 350Lb / 159Kg 20′ Sections 
  • TBD 110Lb / 50Kg Tail section
  • TBD 87Lb / 39Kg Rooster head and bearing 
  • TBD 1450Lb / 658Kg Shipping weight

LMS PT 18 Sheave options 

LMS PT 18 Sheave 7/16″
LMS PT 18 Gin Pole Sheave 7/16, OEM replacement 7/16″ groove,  8″ diameter

LMS PT 18 Sheave 5/8″
LMS PT 18 Gin Pole Sheave 5/8″, OEM replacement 5/8″ groove,  8″ diameter

LMS PT 18 Sheave 3/8′
LMS PT 18 Gin Pole Sheave 3/8, OEM replacement 7/16″ groove,  8″ diameter

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
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 3/4″×2.5″  A325 Structure bolts, washers and nuts only. Remember to inspect before re-using.



Complete records of pole inspections and record of Magnetic particle inspection shall be performed on 10% of the welded connections every 10 years. Annual inspections reports shall be maintained for a minimum of two years. All gin pole operations must be in compliance 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.