50% of crane failure or total collapse is from improper use of outriggers. A pro-active safety approach is using outrigger pads on all set ups. The outrigger pads will displace & reduce the PSI the ground “ sees ” from the point of contact of the outrigger/ shoe/ float/ pontoon on the equipment. The outrigger pads will also remind the personnel at the jobsite to make sure the outrigger system is being used & used correctly. Bigfoot is the first company to manufacture safety orange. This was done to address tripping hazards & make sure the outrigger system is deployed by bringing attention to the operator & other personnel on the jobsite.
The outrigger system shall be used according to the manufacturer’s standards.
- The set up & leveling is critical on any set up or with any style of outrigger system on the equipment. Always follow the manufacturer’s chart on level & grade % allowable for equipment to be set up.
- Get recent soil conditions. Getting a known ground bearing capacity ( GBC) will help with knowing what outrigger pad is the best fit.
- Check for located & know where utilities are overhead & underground.
- Maintain proper clearances on overhead power lines.
- Outrigger pads shall not be used to bridge any gaps or span over voids.
After the equipment is set up level & according to the manufacturer recommendations & with Bigfoot outrigger pads, perform a dry run with spotters. The boom should be run over & around all the outriggers with a spotter not under the boom, but looking at the outriggers. The spotter is looking to see if any of the floats are sinking, shifting or sliding. If there is any issue, stop & stow the boom. Now is the time to re-check the equipment level, improve soil conditions or add Bigfoot outrigger pads & cribbing. There are some great starting points with setting up, but this will not cover all equipment set up. Having a lift director or person in charge on the jobsite to address setting up will help.
- Knowing the max PSI/ PSF ( this does not factor in shock or impact loading, which is common in DEMO & tree care or removal work. Speed plus mass equals force, this force is measured in PSI/PSF & will go through the outrigger system).
- Size of outrigger/ shoe/ float/ pontoon on equipment
- Soil conditions
In many but not all set ups, having this information will address the 3 times the square surface area on grade A soil conditions. The 3 times the square surface area on grade A soil conditions, will displace the PSI from the equipment through the outrigger pad, depending on the GBC value need to be maintained. If there is a known GBC value needed & an engineer has values needing to be reached, Bigfoot can help.
Cribbing or dunnage should not meet or exceed the height of the base outrigger pad. Example: A 36 X 36 at 2” ( P363620 ) should not have cribbing or dunnage meet or exceed 36” on any set up. The bottom layer or base outrigger pad will be carrying the PSI ( when you see pictures of other outrigger pads with wood cribbing or dunnage underneath or on bottom, the cribbing or dunnage is carrying the load, the top pad is the cushion). Knowing this, the sheer value is needed on the set up as well. Bigfoot recommends using the same material to maintain consistency with sheer values, our custom composite cribbing is made from the same material as our outrigger pads.
Bigfoot’s American custom composite has no grain lines. This allows the set up of outrigger pads & cribbing to be exceptionally user friendly. This will eliminate the question on vertical pressure, or out & down outrigger systems, which direction should the pads or cribbing face? The sheer value on Bigfoot’s custom composite is the same in either direction. Bigfoots material is not injected or extruded or 100% recycled material, these materials will have different directional shear values & need to be addressed in addition to set ups. This is another area that Bigfoot has & can help with operators, lift directors or personnel in charge. This will without question, using Bigfoot outrigger pads, help with set ups & reduce human error to make sure the hard working personnel are using STRENGTH/ STABILITY/ SAFETY on their job sites & equipment.
Ground Bearing Capacities of Various Soil Types
|Virgin Ground||22 PSI|
|Compressed crushed stone||36 PSI|
|Clay/Silt soil, firm||43 PSI|
|Mixed granular soil||51 PSI|
|Firm compacted gravel||58 PSI|
|Firm compacted gravel (more compacted)||72 PSI|
|Firm compacted gravel (more compacted, class 5)||109 PSI|
|Brittle weathered rock||145 PSI|
|Concrete (unknown mix)||1000 PSI|
Type A Soil
Type A soil has a compressive strength of at least 1.5 tons per square foot. It is not fissured nor does it have water seeping through it. It should not vibrate from pile drivers or heavy traffic
Type B soil does not stick together as much as Type A soil. Its compressive strength is between 0.5 and 1.5 tons per square foot.
Type C soil is very unstable because its particles don’t stick together and it has a low compressive strength equal or less than 0.5 tons per square foot. Any soil with water seeping through it is classified as Type C.
Bigfoot Construction Equipment
is not a vendor or marketing company, but an in house manufacturer with field experience since 1991.
Building with American Materials, with American Veterans since the start of this American Family Business, is exclusive to the
industry and only done by Bigfoot