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The specific requirements for concrete pipe apply to the transportation of certain concrete pipe loaded crosswise on a platform trailer or vehicle.
Follow general cargo securement requirements (Section 2) when transporting the following pipe:
Any concrete pipe loaded crosswise on a platform trailer or vehicle that is not exempt.
Load pipe as compactly as possible.
Immobilize symmetrically stacked pipes by securing them in groups.
Use blocking systems and tie-downs to increase the effect of friction.
The aggregate working load limit of all tie-downs on any group of pipe must be more than half the total weight of all pipes in the group.
Run a properly tensioned tie-down through a pipe in an upper tier or over lengthwise tie-downs. It will secure all the pipe beneath it on which the tie-down causes pressure.
Blocking must prevent the pipe from rolling or rotating.
Blocking may be one or more pieces placed at equal distances from the center of a pipe
There are two blocking options:
Place one piece of blocking so that it extends at least half the distance from the center to each end of the pipe.
Place two pieces of blocking at the outside quarter points.
Blocking must be:
Timber blocking must have a minimum nominal dimension of 10 x 15 cm (4 x 6 in).
What is the minimum aggregate WLL for a group of concrete pipe weighing 16,000 lbs?
The aggregate working load limit of all tiedowns on any group of pipe must be more than half the total weight of all pipes in the group.
What is the minimum nominal dimension of timber blocking used to secure concrete pipe?
Blocking must be:
Timber blocking must have a minimum nominal dimension of 10 x 15 cm (4 x 6 in).
Within the requirements for concrete pipe, which of these requires specific securement methods?
Follow general cargo securement requirements (Section 2) when transporting the following pipe:
Any concrete pipe loaded crosswise on a platform trailer or vehicle that is not exempt.
What is the minimum aggregate WLL of all tiedowns in a group of concrete pipe?
The aggregate working load limit of all tiedowns on any group of pipe must be more than half the total weight of all pipes in the group.
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