Question: To prevent transverse cracking problems due to temperature variation in plain jointed concrete pavement, you would like to limit the maximum curling stress at 3

To prevent transverse cracking problems due to temperature variation in plain jointed concrete pavement, you would like to limit the maximum curling stress at

300 .

You estimate that the maximum temperature difference between the top and bottom of a

12 -

in slab will be

30 F

with a linear distribution. For

12 - f t

slab width, determine the maximum allowable transverse joint spacing for three slab support conditions as discussed in Problem #

1 .

The material properties are as shown in problem #

1 .

To prevent transverse cracking problems due to

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