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LMS PT 18 GIN POLE

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 option
  • Jump Track Option

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 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

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

Weights 84′ Pole

  • 65 Lb / 29Kg Head section 
  • 350 Lb / 159Kg 20′ Sections
  • 110 Lb / 50Kg Tail section 
  • 87 Lb / 39Kg Rooster head and bearing 
  • 1800 Lb / 816Kg Shipping weight

Jump Track option

  • 78″ Long
  • 16.5″ Wide
  • 80 lbs

Sheave options 

  • PT 18 Gin Pole Sheave 7/16,  OEM replacement 7/16″ groove,  8″ diameter
  • PT 18 Gin Pole Sheave 5/8″,  OEM replacement 5/8″ groove,  8″ diameter
  • PT 18 Gin Pole Sheave 3/8,  OEM replacement 7/16″ groove,  8″ diameter

OPTIONAL SST (CHICAGO STYLE) ROLLER END

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, shackles or any attaching hardware. Use 1×2.5 A325 Structural bolts, washers and nuts only. Remember to inspect before re-using.

Complete records of pole inspections and record of Magnetic particle inspection. Mag 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.

Certified Green Gin Poles are manufactured 100% from USA recycled steel.

Certified SDVOSB | Minority owned company 

Facility AWS D1.1 Certified, and 100% US Certified Welders welding to AWS, Certified 100% (AWS) D1.1 independent contractor inspected before leaving our facility. Not participating in the AISC certification. Towers are 100% hot dipped galvanized finished to EN ISO 1461/ASTM A123/CSA G164 and ANSI/EIA-TIA-222 G, per section 107 and CSA S37 standards. Steel is ASTM A500, grade B/C.  All products manufactured are Engineered and warranted. We have become the finest manufacturer of Gin Poles, Portable Towers, Climber Training Towers, Oil and Gas Flare Towers and Portable Shelters in the Americas, thanks to team efforts and most importantly our customers support. “Service-disabled veteran-owned company built in America by Americans.” Minority owner and plant located in the HUB zone.  Support our efforts as we support your freedom.

Landa Mobile Systems LLC supports and is in compliance with affirmative action obligations on behalf of minorities, women, protected veterans and individuals with disabilities. Landa Mobile Systems, LLC complies fully with Executive Order 11246 and the applicable regulations of 41 CFR Part 60-1,-2; Section 503 of the Rehabilitation Act and the applicable regulations contained in 41 C.F.R. 60-741; as well as the Vietnam Era Veterans’ Readjustment Assistance Act and the applicable regulations contained in 41 C.F.R. 60-300.