Saturday, 20 July 2019

EXAMPLE 2.7.4. ESTIMATING AN IRREGULAR PAVEMENT

Using class B, estimate the concrete components for the 4" thick park pavement as shown.


Solve for the total area:

          

          

                   

             

           
            


From the table:



SLAB THKABCABCSANDGRAVEL
(40KG)(40KG)(40KG)(50KG)(50KG)(50KG)
cmbagsbagsbagsbagsbagsbagscu.m.cu.m.
5.0 0.450 0.375 0.300 0.350 0.300 0.350 0.0250 0.050
7.5 0.675 0.563 0.450 0.525 0.450 0.375 0.0375 0.075
10.0 0.900 0.750 0.600 0.700 0.600 0.500 0.0500 0.100
12.5 1.125 0.938 0.750 0.875 0.750 0.625 0.0630 0.125
15.0 1.350 1.125 0.900 1.050 0.900 0.750 0.0750 0.150
17.5 1.575 1.313 1.050 1.225 1.050 0.875 0.0880 0.175
20.0 1.800 1.500 1.200 1.400 1.200 1.000 0.1000 0.200
22.5 2.030 1.688 1.350 1.575 1.350 1.125 0.1125 0.225
25.0 2.250 1.875 1.500 1.750 1.500 1.250 0.1250 0.250
27.5 2.475 2.063 1.650 1.925 1.650 1.375 0.1380 0.275
30.0 2.700 2.250 1.800 2.100 1.800 1.500 0.1500 0.300


Coefficients are as follows:

  • Cement (40kg)    = 0.750
  • Sand                   = 0.050
  • Gravel                 = 0.100










Back to 2.0 Estimating Concrete
             2.7. Estimating Concrete Slabs by the Area Method

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