Carry out calculations for quantity of earthwork for a portion of a road from the data given in Table 1. Formation width of road is 8 m. Side slopes are 1 2: 1 in banking and 1:1 in cutting. Use mid-sectional area method for calculation of quantities.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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O=1.
Carry out calculations for quantity of earthwork for a portion of a road from the data given in Table 1.
Formation width of road is 8 m. Side slopes are 1 2: 1 in banking and 1:1 in cutting. Use mid-sectional
area method for calculation of quantities.
Table 1
Distance in b/w
stations (m)
Station
R.L of Ground (m)
R.L of Formation (m)
10
50.00
49.50
11
50
50.60
50.30
12
50
Formation in level
48.50
13
50
47.90
Noman.civil@suit.edu.pk
Page 1
14
50
48.20
15
50
48.00
Transcribed Image Text:O=1. Carry out calculations for quantity of earthwork for a portion of a road from the data given in Table 1. Formation width of road is 8 m. Side slopes are 1 2: 1 in banking and 1:1 in cutting. Use mid-sectional area method for calculation of quantities. Table 1 Distance in b/w stations (m) Station R.L of Ground (m) R.L of Formation (m) 10 50.00 49.50 11 50 50.60 50.30 12 50 Formation in level 48.50 13 50 47.90 Noman.civil@suit.edu.pk Page 1 14 50 48.20 15 50 48.00
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