LMS PS 27 GIN POLE
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 Size | Impact Factor Req’d steel wire rope. |
| A | 0 < 1,000 Lbs | d<= 5/16″ | 1.45 |
| B | 1,000 < 3,000 Lbs | 5/16″ < d <= 7/16″ | 1.35 |
| C | 3,000 < 10,000 Lbs | 7/16″ < d <= 9/16″ | 1.25 |
| D | 10,000 + Lbs | d > 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.
LMS PS 27 JUMP TRACK 
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.