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Rescue Cribbing Use Print E-mail
by Billy Leach Jr.

 
 cribbing1  cover2


Cribbing is essential during rescue operations.  In fact, cribbing is one of the most frequently used tools during vehicle rescue operations.  Gravity is inescapable; thus cribbing is used to redistribute the weight of objects into a ‘footprint’. Cribbing provides a temporary support during rescue operations.

Wooden cribbing pieces seem to be the most commonly used with softwood a popular choice.  The softwoods most frequently used are Southern Yellow Pine and Douglas Fir.  Advantages of softwood cribbing pieces include being lighter in weight compared to hardwood, and most importantly providing warnings of failure.  These warnings include visible cracking of the wood, and sounds produced by such cracking.  The properties of wood allowing the noticeable signs of failure result from the two primary growing seasons spring and summer.  Spring growth produces softer fibers while summer growth produces harder fibers.  The softer fibers of spring growth produce the noise of cracking and the evident physical cracks during crossgrain loading.  When building box cribbing the load is perpendicular to the wood grain producing a slow, noisy, and visible warning of failure.  Axial loading, such as in shoring operations relies upon the crushing failure of the summer growth.

In some instances fifty pieces or more may be needed to stabilize an upright school bus.  If your primary response vehicle doesn’t carry this amount, is it easily obtainable?  In not, consider establishing a quantity to be stored at your agency.  Pack this cribbing according to dimension or primary purpose into open mesh crates.  These crates can be easily handled.  Consider storing a hand truck with the cribbing to transport a large quantity quickly using minimal personnel.

Wooden cribbing should be left unfinished and unpainted.  Cribbing pieces rely on gravity and friction between bearing points for stability.  Painted surfaces become slippery when wet and may hide damage or defects of the pieces.  Colored handles of rope or webbing may be attached near the ends of cribbing to separate the types and sizes.  The ends of cribbing may be painted or labeled to identify various types and sizes as well.

Cribbing should be inspected frequently for physical and chemical damage, or other deterioration.  Cracks are obviously indicative of physical damage.  If cribbing is found to be damaged it should be removed from service.

Varied lengths of cribbing may be used, however an accepted value is that the height of a stack crib shouldn’t exceed three times its width (footprint).  For example, if the footprint of a stack crib is 24”, the height shouldn’t exceed 72” (3:1).  Therefore rescuers may gain insight into cribbing length based upon this value, especially if considerable height is anticipated.  Although shorter lengths are most commonly used, longer cribbing pieces should be in a rescue tool inventory.

   
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Stack crib height should not exceed
three times its "footprint if all
contact points are covered.

   
crib4  2 x 2 Construction Method
   
The 2 x 2-construction method of building a stack crib uses two pieces of cribbing per layer, each layer at right angles.
   
crib5  3 x 3 Construction Method

 

The 3 x 3 construction method uses three pieces per layer, each layer at right angles.

Using the 2 x 2 construction method with 4” x 4” timbers the weight bearing capacity of the stack crib is 24,000 pounds (12 tons), if all four contact points are covered.  The weight bearing capacity would double to 48,000 pounds (24 tons) if the 3 x 3-construction method were used and all nine contact points were covered.  The 3 x 3 construction method doubles the weight bearing capacity, however only uses 50% more cribbing pieces.  The weight bearing capacity is determined by the perpendicular load to the grain on the sum of all bearing points.  It is important that stack cribbing be centered under the load if possible.
Using 6” x 6” timbers and the 2 x 2 construction method the weight bearing capacity is 60,000 pounds (30 tons).  The weight bearing capacity would double to 120,000 pounds (60 tons) if the 3 x 3-construction method were used.  These capacities are valid if the load covers all contact points.

The weight bearing capacity values are based on the use of undamaged #1 grade Southern Yellow Pine or Douglas Fir.  There is no strength loss for treated vs. untreated wood provided the moisture content is less than 19%.  Cribbing pieces should be of #1 grade, which provides greater strength and better cosmetic appearance.

Manufacturers are now producing varied cribbing pieces using plastic.  These pieces are formed into such tools as stepchocks, wedges, buttresses, “lock blocks” and others.  The surfaces of plastic cribbing are resistant to soiling and staining.  The durability of these pieces is reported to be longer than wood, and the weight bearing capacity greater.
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The ends of cribbing pieces should overlap the preceding layer by the width of that particular piece.  For example, when using 4” timber the ends of each layer should overlap a minimum of 4”.  This allows the production of warning signs of failure.

Rescue situations may dictate that cribbing pieces be placed in shapes other than a square.  When other than a square shape is used the footprint will vary.  Thus, the safe column height will vary.
 crib3
 Triangle shape of cribbing placement
 
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 Parallelogram shape of cribbing placement
 
If the square shape of a cribbing stack is modified, the safe height of the stack is limited to one times the footprint (1:1).  For example, if the footprint of modified stack cribbing is 12”, the safe height of the column is limited to 12”.

Stack cribbing should form columns, which support the load.  The pieces should be aligned vertically to form such a column and provide the required strength.
 
crib8
 
If all contact points of a stack crib aren’t covered, the safe height of the stack will be affected.  Using 2 x 2 construction if three of the contact points are covered, the safe height for the stack crib is 2 times the footprint (2:1).  If two of the contact points are covered, the safe height of the stack crib is 1.5 times the footprint (1.5:1).  If only one contact point is covered the safe height for the stack crib is 1 times the footprint (1:1).

The weight bearing capacity of the stack crib will vary also if all contact points aren’t covered.  Rescuers can estimate 6,000 pounds of weight bearing capacity per contact point when using 4” x 4” timber.  If 6” x 6” timber is used the weight bearing capacity per contact point is 15,000 pounds.

Wedges should be used to fill voids between the load and cribbing pieces.  Proper placement of wedges serves to transit the load into a column. Wedges can also be used to change the vertical direction of the stack crib allowing rescuers to support a sloped load.  Sloped loads have two primary forces acting upon them, gravity and slope force.  Gravity produces a vertical load force while the slope force produces load acting down the slope.  Stack cribbing may be used to a height of less than 3’ against a sloped surface with an angle less the 15 degrees. 
 
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 Wedges used to provide a sloped stack crib
 
When placing cribbing pieces, never put a part of your body between the load and the cribbing.  Use a tool or another piece of cribbing to maneuver it into place.  During cribbing operations the use of personal protective equipment is necessary to ensure safety.

Cribbing is an essential rescue tool, often supporting tremendous weight while rescuers operate underneath.  It is necessary that all rescuers understand the safe and proper use of this vital tool.
 

REFERENCE INFORMATION  

Weight Bearing Capacity/Stack Cribbing Height 

(All contact points covered)

Timber Size

Construction Method

Weight Bearing Capacity

Stack Cribbing Height

4” x 4”

2 x 2

24,000#

3x footprint

4” x 4”

3 x 3

48,000#

3x footprint

6” x 6”

2 x 2

60,000#

3x footprint

6” x 6”

3 x 3

120,000#

3x footprint

 

Weight Bearing Capacity/Stack Cribbing Height

(Less than 4 contact points)

Timber Size

Contact Points

Weight Bearing Capacity

Stack Cribbing Height

4” x 4”

3

18,000#

2x footprint

4” x 4”

2

12,000#

1.5x footprint

4” x 4”

1

6,000#

1x footprint

6” x 6”

3

45,000#

2x footprint

6” x 6”

2

30,000#

1.5x footprint

6” x 6”

1

15,000#

1x footprint

Configurations other than square stack crib are 1x footprint
 
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