The difference between an ALI certified lift and non-certified lift is like night and day. Don't kid yourself. The very tough standard is over 80 pages in depth and is very difficult for any lift maker to pass, not to mention, very costly.
Below are just a very few examples.
Structural Materials - All structural materials shall be of the proper size and characteristics to provide a strength factor of not less than three (300) percent for ductile metal, and not less than five (500) percent for non-ductile metal. Complete and thorough engineering stress calculations must be provided based on all published material tensile strengths.
Welding - procedures shall be qualified, welders shalt be certified. And weld joint design shall conform to the applicable sections of ANSI/AWS D1.1/D1.1M, Structural Welding-Steel, or CSA Standard W59M, Welded Steel Construction (Metal Arc Welding), for all welds located in the load path or in synchronizing assemblies.
Hydraulic Hoses - shall not burst when subjected to a pressure of not less than four hundred (400) percent of the pressure required to operate the lift at its rated load capacity.
Valves and Fittings - shall not burst when subjected to a pressure of not less than three hundred (300) percent of the pressure required to operate the lift at its rated load capacity.
Hydraulic Cylinders - shall not burst when subjected to a pressure of not less than three hundred (300) percent of the pressure required to operate the lift at its rated load capacity for ductile parts; and not less than five hundred (500) percent of the pressure required 10 operate the lift at its rated load capacity for non-ductile parts.
Wire Rope - (cables) assemblies including end connections and anchorages used for suspension, or used for a slack wire rope or chain device, shall have a breaking strength of not less than five (5) times the tensile force at the applied load.
Operation Test:
Lift is loaded to 100% lifting capacity and operated through its full stroke cycle five (5) times. The lift is raised with the test load without external assistance or increase in relief valve settings. The automatic mechanical locking device(s) are engaged in each locking position as intended.
Lowering Speed Test:
The average lowering speed of the lift loaded to maximum capacity is tested to not exceed twenty feet per minute (20 FPM) with or without a hydraulic line rupture or simulated break.
Static Load Test:
The lift is raised to an elevation to induce the greatest stress on the lift. The automatic safeties are then disengaged. A certified weight or payload 150% of the rated capacity of the lift is placed on the lift with the arms/ramps positioned to produce the greatest stress on the lift and/or arms. All pads and/or adapters are also tested during this procedure. The lift must sustain the load for five (5) minutes with no deformation of materials or visible signs of wear, fracture of materials, failure of welded components or other connections.
Chain or Chain Suspension Static Test:
All chain and connecting links used for load suspension are tested with a load equal to five (5) times the suspension load based on an equally distributed load on the lift. The chain and connecting links must sustain the load for five (5) minutes with no fractures of materials.
Lateral Synchronizer / Equalizer Cable Test:
The lift is loaded with a differential of loading between lateral load supports of one-fourth the rated capacity of the lift and operated through five (5) full-stroke cycles. The synchronization device must maintain the lift load laterally level at all elevations of load travel within two (2) degrees. The lift is then loaded to rated capacity. During a simulated break of the lifting chain, the equalizer cable(s) must suspend the load with no fractures for a period of five (5) minutes.
Locking Device Load Test:
The lift is loaded and tested using the same procedures described in the Static Load Test. The Static Load is then supported by the locking device. The locking device must sustain the load for five (5) minutes with no deformation of materials or visible signs of wear, no fracture of the mechanical locking device or the lift structure to which it is attached.
Automatic Arm Restraint Test:
The arm restraint is tested on the lift representing the longest arm available for the lift, and positioned within the normal range of arm deployment for lifting. The arm restraint is tested by applying a 150-pound load in the plane of the arm's axis of extension. The arm restraint must sustain the test load for five (5) minutes with no deformation of materials or visible signs of wear, no fracture of the arm restraint or the lift structure to which it is attached.
Fastening Device Strength Test:
Screws, pins, bolts, keys and other fastening devices located in the load path of the lift are subjected to tensile and/or shear loads of four times (400 percent) the maximum load applied to the fastening device with the lift loaded to maximum rated capacity. Fastening devices must not fracture or deform to the point of releasing the retained lift components.
Hydrostatic / Hose Strength Test:
Based on the maximum pressures measured during the Operation Test, the hydraulic system is tested as noted below and held for one (1) minute.
• Three times maximum operating pressure - Piping fittings, valve bodies, cylinders, pump housing
• Four times maximum operating pressure - Rigid tubing, flexible tubing, hoses. There must be no rupture of tested components, excluding seals and gaskets.